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Contract 45578 (2)
ciySECRETARY CONTRACT FORT '14*44iire' PROJECT MANUAL FOR THE CONSTRUCTION OF Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department 2014 BROWN & GAY ENGINEERS, INC. i 5P''•• • ,d'1' 1 OFFICIAL RECORD ; ,k; •'•• ,-,1, '•;,k CITY SECRETARY *I /� �� DONALD P. LANGE t CON FO R M FT, WORTH, TX, tti-0,0% . 86304 :�Qi t` 6,t` L;ENSE • r lt;`9,0 n1 r,,,C�_,-t-Zd-Za1� Brown & Gay Engineers, Inc. 500 West 7th Street, Suite 1800 Fort Worth, TX 76102 Tel: 817-887-6130 Fax: 817-887-6135 - Civil engineers & surveyors - TBPE Registration No. F-1046 RECEIVED MAY 0 5 2014 Bidder Amount S.J. Louis Construction of Texas, Ltd $8,525,144.45 North Texas Contracting, Inc. $9,202,913.00 Jackson Construction, Ltd. $9,414,036.50 BAR Construction, Inc $9,531,181.75 Mountain Cascade Holding Co. Inc. $9,597,682.00 William J. Schultz, Inc. d/b/a Circle $9,697,285.00 "C" Construction Company rime of Completion 260 Calendar Days M/WBE Office - S.J. Louis Construction of Texas, Ltd., is in compliance with the City's BDE Ordinance by committing to seven percent MBE participation and documentation good faith effort. S. J. Louis Construction of Texas, LTD., identified several subcontracting and supplier opportunities. However, the MBEs contacted in the areas identified did not submit the lowest bids. The City's goal on this project is 10 percent. In addition to the contract amount, $138,000.00 (Water: $115,000.00; Sewer: $23,000.00) is required for construction staking, project management, inspection and material testing and $262,315.00 (Water: $237,315.00; Sewer: $25,000.00) is provided for contingencies. The project is located in COUNCIL DISTRICT 7, Maspco 22B, 22F and 22J. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: Submitted for Citv Manaaer's Office bv: Oriainatina Department Head: Additional Information Contact: ATTACHMENTS 1. 6ONSII48PHIPI-SJLOUIS MAP.pdf (Public) 2. FAR-00006 CIP#02082 P265.pdf (CFW Internal) 3. FAR-00007 CIP#02082 P275.pdf (CFW Internal) 4. Fund Varification P265.pdf (CFW Internal) 5. Fund Varification P275.pdf (CFW Internal) 6. Northside II 48.pdf (CFW Internal) FROM Fund/Account/Centers P265 541200 602140208283 P275 541200 702170208283 Fernando Costa (6122) S. Frank Crumb (8207) Roberto C. Sauceda (2387) $7.910.506.80 $614.637.65 Logname: 6ONSII48PH1P1-SJLOUIS Page 2 of 2 City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 Wood Fences and Gates Cast -in -Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 13 Frame, Cover and Grade Rings 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 23 Hand Tunneling 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 10 Water Services 1-inch to 2-inch 33 12 20 Resilient Seated Gate Valve 33 12 21 AWWA Rubber -Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 12 60 Standard Blow -off Valve Assembly 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 39 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 49 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 34 71 13 Traffic Control Appendix GC-4.01 GC-4.02 GC-4.04 Availability of Lands Subsurface and Physical Conditions Underground Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 ADDENDUM 01 Page 3 of 4 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ADDENDUM NO. 1 to the Plans & Project Manual for Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 UNIT I: Water Improvements — P265-602140208283 UNIT II: Sewer Improvements - P275-702140208283 Bid Date: March 20, 2014, 1:30 PM Addendum No 1: Issued March 18. 2014 v �'S OF .00 At) rc:'`ti1 eft d P DONALD P. LANGE rr-'• 86304 Qv QQ��'/OgAL ���'\ dj' -201q This Addendum forms part of the Plans and Project Manual for the above referenced Project and modifies the original documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Plans and Project Manual are hereby revised by Addendum 1 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS 1. SECTION 00 00 00 — TABLE OF CONTENTS Specification Section 33 05 22 Steel Casing Pipe has been included in the Project Manual under the Technical Specifications, which have been modified and removed from the specification list for reference. Section 33 05 22, has been modified under this addendum with modifications listed below. Specification Section 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate has been included in the Project Manual under the Technical Specifications, which have been modified and removed from the specification list for reference. Section 33 05 24, has been modified under this addendum with modifications listed below. 2. SECTION 00 42 43 — PROPOSAL FORM Remove this section from the Project Manual in its entirety and replace with the attached. The electronic file on Buzzsaw has been updated per this addendum. The footer of the document contains "ADDENDUM 01" for reference. Addendum No. 1, Page 1 Unit IA Large Diameter Water Improvements The Bid Items under this unit had the following revisions: 1. The 48" water pipe bid items broken out by material type. Bidder shall select only one option for items numbered a, b, & c. Material option shall be consistent throughout the proposal. 2. The Bid Items were renumbered and ordered by similar discipline. 3. Site Clearing including tree removal if required shall be subsidiary to the pipe installation. 4. A range of bid items for Storm Line Removal combined into fewer bid items. 5. 3217.0301 12" SLD Pvmt Markina HAE (W) has been added to the Bid Proposal for the crosswalk at the newly constructed High School Drive / Funnel Street intersection. 6. 9999.0000 Business Access Sianaae has been added to the Bid Proposal for providing direction to the public on how to access local businesses. Unit IB Small Diameter Water Improvements The Bid Items under this unit had the following revisions: 1. The Bid Items were renumbered and ordered by similar discipline. 2. A range of bid items for Storm Line Removal was combined into fewer bid items. 3. 0241.4401 Remove Headwall/SET has been added to the Bid Proposal. 4. 9999.0000 Remove & Replace Stone Wall, Face has been added to the Bid Proposal. 5. 3349.4102 15" SET. 1 pipe has been added to the Bid Proposal. Unit II Sewer Improvements The Bid Items under this unit had the following revisions: 1. The Bid Items were renumbered and ordered by similar discipline. 2. A range of bid items for Storm Line Removal was combined into fewer bid items. 3. 0241.4401 Remove Headwall/SET has been added to the Bid Proposal. 3. SECTION 00 73 00 — SUPPLEMENTARY CONDITIONS SC-4.01A.1., "Availability of Lands" Modify the Outstanding Right -of -Way table to include 19 PE as recorded. Modify the Outstanding Right -of -Way table to include 26 PE as recorded. 4. SECTION 33 05 22 — STEEL CASING PIPE This specification has been added to the Project Manual and attached herein with modifications. The modifications consist of adding a stipulation that the hydrostatic Addendum No. 1, Page 2 testing is not required on the casing pipe as specified in ASTM A139 and wall thickness table for steel casing pipe updated to include 72-inch casing. 5. SECTION 33 05 24 — INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE. This specification has been added to the Project Manual and attached herein with modifications. The modifications consist of adding AWWA C200 Steel Pipe as a pipe material inside the casing/tunnel and requiring welding of the steel pipe joint prior to the installation into the casing/tunnel. Grouting of the annular space between the carrier pipe and casing pipe is not required for water line installations. 6. SECTION 33 11 13 — CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE. This specification has been removed and replaced, and attached herein with additional modifications. The modifications consist of modifications to the Unit Weight of Fill, Soil Reaction Modulus, Soil Density, and long radius bends. See the attached specification for more detail. 7. SECTION 33 11 14 — BURIED STEEL PIPE AND FITTINGS. This specification has been removed and replaced, and attached herein with additional modifications. The modifications consist of modifications to the Unit Weight of Fill, Soil Reaction Modulus, and long radius bends. See the attached specification for more detail. 8. APPENDIX — GC-4.01 AVAILABILITY OF LANDS No 19 and No 26 Permanent Water Easement (PWE) has been recorded. The easement documents are included in the above referenced appendix. Addendum No. 1, Page 3 CONTRUCTION PLANS 1. General Construction Notes (4 of 147) DIVISION 01 — GENERAL REQUIREMENTS Note 1 d. Revise note to read "Charter Communications Jim Friske (817) 298-3632" Note le. Revise note to read "Access Midstream Damon Filer (817) 666-8804" DIVISION 33 — UTILITIES Note 7. Delete this note in its entirety. 2. Project Notes (5 of 147) The following table shall be added to plan sheet for the contractors use. Local Businesses on Keller Hicks Road: Business Name Dog Unleashed Daycare Alliance Collision NHC Church Sunoco Logistics A and S Automotive and Motorsports Dyno Tuning Alliance Dyno & Auto Service North Texas Baseball Club Hudson Services D & D Automotive Tuff Custom Bedliners and Industrial Coatings Boren Lawn & Landscape, Inc. PTS Sports Apparel Keller Hicks Storage and Warehouse Manantial Pool Plaster STN Archie's Backyard Retreat P&J Arcomet B&R Equipment Underground Products of Texas Address 2740 Keller Hicks Road 2750 Keller Hicks Road 2790 Keller Hicks Road 2955 Keller Hicks Road 2985 Keller Hicks Road, Ste 105 2985 Keller Hicks Road, Ste 107 2985 Keller Hicks Road, Ste 109 3010 Keller Hicks Road 3015 Keller Hicks Rd, Ste 303 3015 Keller Hicks Rd, Ste 403 3019 Keller Hicks Rd, Ste 401 3019 Keller Hicks Rd, Ste 501 3019 Keller Hicks Road, Ste 601 3019 Keller Hicks Rd, Ste 701 3019 Keller Hicks Rd, Ste 1101 3023 Keller Hicks Rd,Ste 1501 3060 Keller Hicks Road 3100 Keller Hicks Road 3140 Keller Hicks Road Addendum No. 1, Page 4 Phone Number (817) 431-4400 (817) 562-4255 (817) 205-6033 (972) 983-1303 (817) 431-3150 (817) 431-3150 (817) 337-5600 (817) 431-0007 (817) 431-3136 (817) 438-8474 (817) 562-4644 (817) 379-0070 (817) 368-7882 (817) 995-8491 (817) 337-4422 (817) 741-5300 (817) 379-1340 (817) 337-9600 Fleet Force USA Inc. Verizon Custom Pool Plastering Tile & Coping Co. Trinity Self Storage 3170 Keller Hicks Road (214) 641-2202 3226 Keller Hicks Road 3230 Keller Hicks Road (817) 562-2699 3255 Keller Hicks Road (817) 431-3999 3. 8" Sanitary Sewer Plan & Profile Keller Hicks Road STA 3+00 to STA 7+00 (S- 15242S) (18 of 147) At STA 4+25±, 3.3LT, revise the headwall diameter from 18" Straight Headwall to 15" Straight Headwall. The Bid Proposal reflects this change. 4. 10" Sanitary Sewer Plan & Profile Ridgeview Circle STA 51+00 to STA 55+00 (S- 15960) (27 of 147) From STA 52+32 to STA 52+48 the pipe embedment call out shall be revised to "CONCRETE ENCASEMENT (D017)" as shown around the pipe in the profile. The concrete encasement quantity remains unchanged. 5. Various Plan Sheets at all other than open cut installations (47, 67, 68, 70, 71, 80, 81, 84 of 147) The embedment for the pipeline to the extents of the launch or receiving pit shall be CLSM per D109R. The installation of the CLSM is the embedment around the pipe and therefore subsidiary to the pipe installation for these areas. 6. 12" Water Main Plan & Profile Line B Keller Hicks Road STA 31+50 to STA 35+00 (79 of 147) At STA 33+35±, the existing "stone wall" shall be removed and replaced by a new nonstandard bid item in the Bid Proposal. The quantity shall remain unchanged. 7. 12" Water Main Plan & Profile Line B Keller Hicks Road STA 35+00 to STA 39+00 (80 of 147) At STA 36+22.04, 25±LT, the existing concrete retaining wall shall be removed and replaced. The Bid Proposal reflects this change. 8. 12" Water Main Plan & Profile Line B Keller Hicks Road STA 55+00 to STA 59+00 (85 of 147) At STA 56+78±, the existing concrete retaining wall shall be removed and replaced. The Bid Proposal reflects this change. Addendum No. 1, Page 5 9. 12" Water Main Plan & Profile Line B Keller Hicks Road STA 59+00 to STA 62+85.44 (86 of 147). At STA 62+20±, the existing culvert is proposed for removal and replacement. The callout has been changed to 15" RCP, Class III in lieu of 18" RCP, Class III. The quantity remains the same and the change is reflected in the Bid Proposal. The proposed culvert shall be built by the following. Line B STA 62+20.35, 2.0LT Flow line = 745.47 Line B STA 62+53.60, 2.3LT Flow line = 745.20 10. 8" Water Main Plan Line C Ridgeview Circle STA 15+50 to STA 23+50 (88 of 147) The sheet reference in the upper plan view shall be revise to reference sheets "56 & 57" instead of sheets "55 & 56". 11. 8" Water Main Plan Line C Ridgeview Circle STA 31+50 to STA 39+50 (90 of 147) At STA 32+00±, the proposed asphalt pavement repair shall be changed from 145LF to 15LF of 8' Wide Asphalt Pavement Repair, Residential (D521). The sheet reference in the upper plan view shall be revise to reference sheets "60 & 61" instead of sheets "59 & 60". The sheet reference in the lower plan view shall be revise to reference sheets "61 & 62" instead of sheets "60 & 61". 12. Water Details Sheet 2 of 7 (93 of 147) WATER CARRIER PIPE INSTALLATION IN STEEL CASING DETAIL 33 05 24-D106R* Revise the "MIN CASING STEEL ID" for 48" carrier pipe to be '72" *' instead of '60" *' as shown. WATER CARRIER PIPE INSTALLATION IN TUNNEL LINER PLATE DETAIL 33 05 24-D107R* Revise the "NOMINAL TLP 0" for 48" carrier pipe to be '72" *' instead of '66" *' as shown. Addendum No. 1, Page 6 13. Butterfly Valve Detail (99 of 147) In the Detail 7 - VAULT SECTIONAL PLAN, delete the inside dimension from the outside of the pipeline to the inside wall on each side of the pipe. 14. Paving Details Sheet 2 of 3 (105 of 147) Add the following Typical Speed Hump Detail to Paving Details Sheet. 0 DESIGN DATA 3 4 5 6 X=1 0.25 — 72.125 + 472.1252 — 12 — 71.875 + 72.12 Y = 0.243' = 2.92" X=2 X=3 X=4 X=5 — 71.875 + 72.10 Y=0.222'=267" —71.875 + 72.104 Y=0.188'=2.25" —71.875 + 72.0139 Y=0.139'=1.67" —71.875 + 71.95 Y = 0.0765' = 0.92" t;. EDGE OF 18" 12" HUMP TAPER END DETAIL \<V4NW r = 4b2 + c2= 72.125 8b b = height _ (0.25') c = cord distance = (12') y = b -- r ++2-- x2 x(ft) 0 1 2 3 4 5 6 6' MIN. y(ft) 0.25 0.243 0.222 0.188 0.139 0.077 0 10' MIN. inches 3.0 2.92 2.67 2.25 1.67 0.92 0 6' MIN. HUMP PROFILE A —A TYPICAL SPEED HUMP DETAIL N.T.S. Addendum No. 1, Page 7 15. Cathodic Protection Details Sheet 1 of 6 (107 of 147) This sheet shall removed in its entirety from the plans and replaced with the attached sheet providing the detailed information of the required test stations depending on pipe material selected by the contractor. 16. Permanent Pavement Restoration Sheet 3 of 5 (115 of 147) In the bid item schedule in the border, under DESCRIPTION, revise the detail reference for Concrete Pavement Trench Repair HES, Arterial/Industrial from (D521) to (D522). 17. Permanent Pavement Restoration Sheet 4 of 5 (116 of 147) In the bid item schedule in the border, ADD 12" SLD Pvmt Marking HAE (W) for the pavement markings for the crosswalk at the newly constructed High School Drive/Funnel Street intersection. 18. Permanent Pavement Restoration (116 and 117 of 147) In the bid item schedule in the border, ADD 4" SLD Pvmt Marking HAS (W) for the pavement markings on the speed cushions. 19. Traffic Control Plan Keller Hicks Road Detour (136 of 147) Delete Note 7 from the plan sheet. There are no signaled intersections in the project limits. Remove the No Left Turn signs (Total of 4) at both of the intersections. 20. Traffic Control Plan Keller Hicks Road Phase II (138 of 147) Add a No Left Turn sign at the Ridgeview / Keller Hicks Road intersection for the south bound direction. 21. Traffic Control Plan Keller Hicks Road Phase III (139 of 147) Revise distance sign on Right Lane Closed from 1000 feet to 240 feet. 22. Landscaping Restoration (142 and 143 of 147) In the bid item schedule in the border, increase the quantity of Block Sod Placement for the area between the southern edge of pavement of Keller Hicks Road to the easement or existing right-of-way line from Line B STA 154+00± to STA 176+50±. Addendum No. 1, Page 8 CLARIFICATION TO PREBID CONFERENCE QUESTIONS: 1. Since Keller Hicks Road must remain open to local traffic to access local business and residences, what should be used as a temporary surface? CLARIFICATION: The intent is for the permanent pavement repair installation to follow behind the utility installation. If the contractor uses temporary surfaces to provide access to local traffic, then this work and materials shall be subsidiary to the utility cost and no separate payment shall be provided. At no time shall the temporary pavement installation fulfill the requirements for permanent pavement repair. 2. Due to the time requirements of working on Keller ISD property, when is the anticipated Notice to Proceed to begin construction? CLARIFICATION: This project is a high priority for the City of Fort Worth to provide water capacity to member cities. The City of Fort Worth staff is committed to the execution of these contract documents, which includes the legal documents provided by the contractor. Therefore, if the City of Fort Worth is not delayed due the receipt of the proper documents from the apparent low bidder, then it is anticipated that the Notice to Proceed will come eight weeks after the bid opening. REQUESTS FOR INFORMATION: 1. SECTION 33 05 22 — STEEL CASING PIPE. A Request for Information was submitted requesting to not require hydrostatic testing for steel casing pipe per ASTM A139, Grade B. The chance is incorporated into Section 2.2 B.1. 2. SECTION 33 11 14 — BURIED STEEL PIPE AND FITTINGS. A Request for Information was submitted requesting the following comments. Responses were generated for all comments as seen below. All changes below were incorporated into Specification Section 33 11 14, reissued per this addendum, and attached herein. 1. Spec 33 11 14 — Page 3, Section 1.3.A.4: Request ASTM 1011/1018 is added as a reference for steel coils. Response: Add "ASTM A 1011— Standard Specification for Steel, Sheet and Strip. Hot -Rolled. Carbon, Structural, High-Strenath Low -Alloy, High -Strength Low -Alloy with Improved Formability. and Ultra -High Strenath" and "A 1018 — Standard Specification for Steel, Sheet and Strip, Heavy -Thickness Coils. Hot - Rolled. Carbon, Commercial, Drawing, Structural, Hiah-Strenath Low -Alloy. Hiah- Strenath Low -Alloy with Improved Formability, and Ultra -High Strength" to section. Addendum No. 1, Page 9 2. Spec 33 11 14 — Page 3, Section 1.3.A.7: Request AWWA C604, Installation of Buried steel Water Pipe — 4 In. (100 mm) and Larger, is added as a reference for installation. Response: Add "AWWA C604 — Installation of Steel Water Pipe — 4 in. (100 mm) or Larger" to section. 3. Spec 33 11 14 — Page 5, Section 1.6.C.1.a: Request "Certificate of Adequacy" be revised to state "letter of conformance." Pipe manufacturers build and conform to AWWA standards and will provide an industry accepted letter of conformance. Response: Chance language from "A Certificate of Adeauacv" to "A Certified Affidavit of Compliance". 4. Spec 33 11 14 — Page 5, Section 1.9.A.1.b: Request section be revised to state, "Pipe manufacturing operations (pipe, lining, coating, fabrication) shall be performed at a single facility and under the control of one manufacturer. This change ensures the pipe manufacturer is responsible for all subsequent lining, coating and fabrication responsibilities under a single quality control program. Response: Chance language from "Furnished aloe shall be the product of 1 manufacturer to "Pipe manufacturing operations (pine. lining, coating. fabrication) shall be performed at a single facility and under the control of one manufacturer." 5. Spec 33 11 14 — Page 5, Section 1.9.A.1.d: Request 2nd line be revised to state, "...manufacturing pipe, within the United States to AWWA standards, of the particular..." This change ensures pipe manufacturer experience is applicable to this project and is experienced to comply with industry standards. Response: Change language from "... 5 years successful experience manufacturing pipe of the particular type and size..." to "....5 years successful experience manufacturing pipe in the United States to AWWA Standards of the particular type and size...". 6. Spec 33 11 14 — Page 8, Section 2.2.B.2.a.1.j: Request exterior polyurethane coating thickness be revised to minimum a dry film thickness of 25 mils in accordance with AWWA C222, Section 4.3.1. The current thickness requirement is outside of what is required by this standard. Response: No change. 7. Spec 33 11 14 — Page 10, Section 2.2.C.1.e.7: The stated E' (e-prime) value is low when considering the type of backfill being used. Request this value be modified to state, "per M11, Table 6-1." Response: After review of the project geotechnical report. Soil Reaction Modulus (E') for pipe design shall be chanced from "E' < 1.000" to "E' < 600". 8. Spec 33 11 14 — Page 10, Section 2.2.C.8-9: Request working and surge pressures state actual pressures. Current steel design is worded with arbitrary 150 psi working + 100 psi surge, which is required for ductile iron pipe design only. Current statement means steel design is controlled by surge pressure, which is not likely the case. Response: No chance. Addendum No. 1, Page 10 9. Spec 33 11 14 — Page 11, Section 2.2.C.2.d.2: Request soil density be revised to state "130" which is consistent with C303 requirements. Response: No Chanae to section. Chance Section 2.2 C1e1 to read "Unit Weight of Fill (W) = 110 pounds per cubic foot." 10. Spec 33 11 14 — Page 11, Section 2.2.C.4.a: Request steel thickness be revised to 0.200-inch. The current requirement of D/240 is in accordance with AWWA M11, but the modifier of 0.250-inch minimum thickness is unnecessary and heavier than required for design. This is a 25-percent steel penalty that is not required for A1NWA C303, which has an equivalent steel area design. Response: No chanae. 11. Spec 33 11 14 — Page 12, Section 2.2.C.4.e: Request design stress be raised to 23,000 psi which is consistent with the design for pressure. Response: No chanae. 12. Spec 33 11 14 — Page 12, Section 2.2.C.8.a: Requirement of "long radius" is unclear. Recommend specifying in accordance with AWWA C208 with a radius of 2.5D. Response: Revise lanauaae to "All bend fittings shall be in accordance with AWWA C208 and have a minimum radius of 2.5 times the pipe diameter (2.5D)". 13. Spec 33 11 14 — Page 17, Section 2.4.C.1.a: Request the words "and instruct as necessary in pipe laying and pipe jointing" and replace with, "advise in pipe handling practices." It is not the pipe manufacturers' responsibility to instruct or train the low bid contractor on construction. Contractors should be directed to AWWA C604, Installation of Buried Steel Water Pipe — 4-Inch & Larger, for further information. Response: Revise lanauaae to read "... the pipe manufacturer shall furnish the services of a factory trained. qualified. iob experienced technician to advise owner and contractor in pipe handling and laving practices". 14. Spec 33 11 14 — Page 18, Section 3.4.A.1: Request the words, "the pipe manufacturer's recommendations" and replace with, "AWWA C604, Installation of Buried Steel Water Pipe — 4-Inch & Larger." Response: Revise lanauaae to read "... in accordance with AWWA C604. Installation of Buried Steel Water Pipe — 4-inches & Laraer and as reauired for the proper functionina...". A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: By: Les V. Whit an, General Manager Company: S.J. Louis Construction of Texas,Ltd. S. Frank Crumb, P.E. Director, Water D p rtment /ony*la4) 4. By: Tony Sholola, P.E. Title: Engineering Manager Addendum No. 1, Page 11 1 2 SECTION 00 11 13 INVITATION TO BIDDERS 001113-1 INVITATION TO BIDDERS Page 1 of 2 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Northside II 48-Inch Water Main, Phase I, Part 1 City 6 Project No. 02082, will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, March 20, 2014, and bids will be opened publicly and read aloud 13 at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 17 18 Unit IA- Large Diameter Water Improvements: 19 11,600 LF - 48-inch water main 20 1,200 LF - 72" casing/72" tunnel liner plate 21 1,200 LF - 48-inch water carrier pipe 22 SEA - 48-inch butterfly valves with vault 23 SEA - 8-inch blow off valves 24 5,720 SY - concrete pavement repair 25 8,300 LF - asphalt pavement repair 26 27 Unit IB - Small Diameter Water Improvements: 28 5,300 LF - 12-inch water pipe 29 60 LF - 10-inch water pipe 30 3,500 LF - 8-inch water pipe 31 100 LF - 6-inch water pipe 32 3,200 LF - asphalt pavement repair 33 1,600 SF - 6-inch concrete driveway 34 35 Unit II - Sewer Improvements: 36 2,900 LF - 10-inch sewer pipe 37 2,200 LF - 8-inch sewer pipe 38 15 EA - 4-foot manholes 39 3,250 LF - asphalt pavement repair 40 41 PREQUALIFICATION 42 The improvements included in this project must be performed by a contractor who is pre- 43 qualified by the City at the time of bid opening. The procedures for qualification and pre- 44 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 45 46 47 48 49 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 DOCUMENT EXAMINATION AND PROCUREMENTS 2 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 3 of Fort Worth's Purchasing Division website at htto://www.fortworthaov.ora/purchasing/ and 4 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 5 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 6 suppliers. 7 8 Copies of the Bidding and Contract Documents may be purchased from: 9 Brown & Gay Engineers, Inc. 10 500 West 7th Street Suite 1800 11 Fort Worth, Texas 76102 12 13 The cost of Bidding and Contract Documents is: 14 Set of Bidding and Contract Documents with full size drawings: $150 15 Set of Bidding and Contract Documents with half size (if available) drawings: $75 16 17 PREBID CONFERENCE 18 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 19 BIDDERS at the following location, date, and time: 20 DATE: March 6, 2014 21 TIME: 2: 30 pm 22 PLACE: 1000 Throckmorton Street, City Hall 23 Fort Worth, Texas 76102 24 LOCATION: Water Administration, Room 225 25 26 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 27 City reserves the right to waive irregularities and to accept or reject bids. 28 29 INQUIRIES 30 All inquiries relative to this procurement should be addressed to the following: 31 Attn: Roberto Sauceda P.E., City of Fort Worth 32 Email: Robert.Sauceda@fortworthtexas.gov 33 Phone: (682) 432-5478 34 AND/OR 35 Attn: Donald Lange P.E., Brown & Gay Engineers, Inc. 36 37 Email: dlange@browngay.com 38 Phone: (817) 872-6001 39 40 ADVERTISEMENT DATES 41 February 20, 2014 42 February 27, 2014 43 44 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 00 21 13 - l INSTRUCTIONS TO BIDDERS 2 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving — Requirements document located at; 41 https://nroiectnoint.buzzsaw.com/fortworthaov/Resources/02%20- 42 %20Construction%20Documents/Contractor%20Preaualification/TPW%20Pavina 43%20Contractor%20Preaualification%20Proaram/PREOUALIFICATION%2OREO_ 44 UIREMENTS%20FOR%20PAV1NG%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 2 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 3%20Contractor%20Preaualification%20Proaram/PREQUALIFICATION%20REO 4 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer — Requirements document located at; 7 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 8 %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 9 OSanitarv%20Sewer%20Contractor%20Preaualification%20Prog ram/WSS%20pre 10 aual%20reauirements.doc?public 11 12 13 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 15 45 11, BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4. In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1. Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 5 contiguous to the Site and all drawings of physical conditions relating to existing 6 surface or subsurface structures at the Site (except Underground Facilities) that 7 have been identified in the Contract Documents as containing reliable "technical 8 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 9 at the Site that have been identified in the Contract Documents as containing 10 reliable "technical data." 11 12 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 13 the information which the City will furnish. All additional information and data 14 which the City will supply after promulgation of the formal Contract Documents 15 shall be issued in the form of written addenda and shall become part of the Contract 16 Documents just as though such addenda were actually written into the original 17 Contract Documents. No information given by the City other than that contained in 18 the Contract Documents and officially promulgated addenda thereto, shall be 19 binding upon the City. 20 21 4.1.6. Perform independent research, investigations, tests, borings, and such other means 22 as may be necessary to gain a complete knowledge of the conditions which will be 23 encountered during the construction of the project. On request, City may provide 24 each Bidder access to the site to conduct such examinations, investigations, 25 explorations, tests and studies as each Bidder deems necessary for submission of a 26 Bid. Bidder must fill all holes and clean up and restore the site to its former 27 conditions upon completion of such explorations, investigations, tests and studies. 28 29 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 30 cost of doing the Work, time required for its completion, and obtain all information 31 required to make a proposal. Bidders shall rely exclusively and solely upon their 32 own estimates, investigation, research, tests, explorations, and other data which are 33 necessary for full and complete information upon which the proposal is to be based. 34 It is understood that the submission of a proposal is prima -facie evidence that the 35 Bidder has made the investigation, examinations and tests herein required. Claims 36 for additional compensation due to variations between conditions actually 37 encountered in construction and as indicated in the Contract Documents will not be 38 allowed. 39 40 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 41 between the Contract Documents and such other related documents. The Contractor 42 shall not take advantage of any gross error or omission in the Contract Documents, 43 and the City shall be permitted to make such corrections or interpretations as may 44 be deemed necessary for fulfillment of the intent of the Contract Documents. 45 46 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures (except Underground Facilities) which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data" or 17 any other data, interpretations, opinions or information. 18 19 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means, methods, techniques, sequences or 23 procedures of construction (if any) that may be shown or indicated or expressly required 24 by the Contract Documents, (iii) that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc., have not been resolved through the interpretations by City as described in 28 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 33 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work, Etc. 38 39 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 1000 Throckmorton Street 26 Fort Worth, TX 76102 27 Attn: Roberto Sauceda PE, Water Department 28 Fax: (817) 392-8195 29 Email: Robert.Sauceda@fortworthtexas.gov 30 Phone: (682) 432-5478 31 32 33 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 34 City. 35 36 6.3. Addenda or clarifications may be posted via Buzzsaw at 37 httos://oroiectooint. buzzsaw.com/client/fortworthaov/Infrastructure%20Proiects/02082%2 38 0- 39%20Northside%2048%20lnch%20Water%20Suooly%20Main%20to%20Cavlor%20Wat 40 er%20Tank%20Part%201/Bid%20Documents%20Packaae/Addendum 41 42 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 43 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 44 Project. Bidders are encouraged to attend and participate in the conference. City will 45 transmit to all prospective Bidders of record such Addenda as City considers necessary 46 in response to questions arising at the conference. Oral statements may not be relied 47 upon and will not be binding or legally effective. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 7. Bid Security 2 3 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 4 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 5 the requirements of Paragraphs 5.01 of the General Conditions. 6 7 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 8 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 9 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 10 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 11 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 12 other Bidders whom City believes to have a reasonable chance of receiving the award 13 will be retained by City until final contract execution. 14 15 8. Contract Times 16 The number of days within which, or the dates by which, Milestones are to be achieved in 17 accordance with the General Requirements and the Work is to be completed and ready for 18 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 19 attached Bid Form. 20 21 9. Liquidated Damages 22 Provisions for liquidated damages are set forth in the Agreement. 23 24 10. Substitute and "Or -Equal" Items 25 The Contract, if awarded, will be on the basis of materials and equipment described in the 26 Bidding Documents without consideration of possible substitute or "or -equal" items. 27 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 28 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 29 City, application for such acceptance will not be considered by City until after the Effective 30 Date of the Agreement. The procedure for submission of any such application by Contractor 31 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 32 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 33 34 11. Subcontractors, Suppliers and Others 35 36 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 37 12-2011 (as amended), the City has goals for the participation of minority business 38 and/or small business enterprises in City contracts. A copy of the Ordinance can be 39 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 40 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 41 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 42 Venture Form as appropriate. The Forms including documentation must be received 43 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 44 opening date. The Bidder shall obtain a receipt from the City as evidence the 45 documentation was received. Failure to comply shall render the bid as non- 46 responsive. 47 48 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 49 or organization against whom Contractor has reasonable objection. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12. Bid Form 2 3 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 4 obtained from the City. 5 6 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 7 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 8 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 9 price item listed therein. In the case of optional alternatives, the words "No Bid," 10 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 11 written in ink in both words and numerals, for which the Bidder proposes to do the 12 work contemplated or furnish materials required. All prices shall be written legibly. 13 In case of discrepancy between price in written words and the price in written 14 numerals, the price in written words shall govern. 15 16 12.3. Bids by corporations shall be executed in the corporate name by the president or a 17 vice-president or other corporate officer accompanied by evidence of authority to 18 sign. The corporate seal shall be affixed. The corporate address and state of 19 incorporation shall be shown below the signature. 20 21 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 22 partner, whose title must appear under the signature accompanied by evidence of 23 authority to sign. The official address of the partnership shall be shown below the 24 signature. 25 26 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 27 member and accompanied by evidence of authority to sign. The state of formation of 28 the firm and the official address of the firm shall be shown. 29 30 12.6. Bids by individuals shall show the Bidder's name and official address. 31 32 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 33 indicated on the Bid Form. The official address of the joint venture shall be shown. 34 35 12.8. All names shall be typed or printed in ink below the signature. 36 37 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 38 which shall be filled in on the Bid Form. 39 40 12.10. Postal and e-mail addresses and telephone number for communications regarding the 41 Bid shall be shown. 42 43 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 44 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 45 to State Law Non Resident Bidder. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 5 marked with the City Project Number, Project title, the name and address of Bidder, and 6 accompanied by the Bid security and other required documents. If the Bid is sent through the 7 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 8 with the notation "BID ENCLOSED" on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 13 withdrawn prior to the time set for bid opening. A request for withdrawal must be 14 made in writing by an appropriate document duly executed in the manner that a Bid 15 must be executed and delivered to the place where Bids are to be submitted at any 16 time prior to the opening of Bids. After all Bids not requested for withdrawal are 17 opened and publicly read aloud, the Bids for which a withdrawal request has been 18 properly filed may, at the option of the City, be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates (if any) will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 31 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 36 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder, whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price, contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 21 13 -9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which 11 the identity of Subcontractors, Suppliers, and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the 19 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35% of the value embraced on the Contract, unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 39 to be awarded, City will award the Contract within 90 days after the day of the Bid 40 opening unless extended in writing. No other act of City or others will constitute 41 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 42 the City. 43 44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 45 46 18. Signing of Agreement 47 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 48 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 49 Contractor shall sign and deliver the required number of counterparts of the Agreement to 50 City with the required Bonds, Certificates of Insurance, and all other required documentation. 51 City shall thereafter deliver one fully signed counterpart to Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 00 21 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 003513-I CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIO.pdf http://www.ethics.state.tx.us/forms/CIS.pdf CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: 26 27 S.J. Louis Construction of Texas,Ltd. By: Les V. Whitman 28 Company 29 30 520 S. 6th Avenue Signature: 31 Address 32 33 Mansfield.Texas 76063 34 City/State/Zip 35 36 (Please Print) wgz., Title: General Manager (Please Print) 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 Northside 1I 48-Inch Water Main, Phase I Part 1 City Project No. 02082 CONFLICT OF INTEREST QUESTIONNAIRE ' For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. This questionnaire is being filed in accordance with Chapter 176, Local Government Code by a person who has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. 11 Name of person who has a business relationship with local governmental entity. N/A Check this box if you are filing an update to a previously filed questionnaire. FORM CIQ OFFICE USE ONLY Date Received (The law requires that you file an updated completed questionnaire with the appropriate filing authority not N/A later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) Name of local government officer with whom filer has employment or business relationship. N/A Name of Officer This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? Yes X No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? Yes No D. Describe each employment or business relationship with the local government officer named in this section. at ea Les V. Whitman Signature of person doing business with the govemmental entity 03/20/2014 Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176, Local Government Code. Name of Local Government Officer N/A Office Held N/A FORM CIS OFFICE USE ONLY Date Received Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code N/A Description of the nature and extent of employment or other business relationship with person named in item 3 N/A List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A (attach additional forms as necessary) J AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. N/A Signature of Local Govemment Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said N/A , this the N/A day of N/A 20 N/A to certify which, witness my hand and seal of office. N/A N/A Signature of officer administering oath N/A Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 00 41 00 (2) BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Northside I148-Inch Water Main, Phase I Part 1 City Project No.: 02082 Units/Sections: UNIT IA: Large Diameter Water Improvements UNIT IB: Small Diameter Water Improvements UNIT II: Sewer Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. Northside 11 48-Inch Water Main, Phase I Part 1 CITY OF FORT WORTH Project No. 02082 00 41 00 (2) BID FORM Page 2 of 3 c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring - 24-Inch diameter casing and less b. Auger Boring - Greater than 24-Inch diameter casing and greater c. Tunneling — 66" and greater, 350 LF and greater d. Cathodic Protection e. Water Distribution, Urban and Renewal, 12-inch diameter and smaller f. Water Transmission, Urban/Renewal, All Sizes g. CCTV, 48-inches and smaller h. Sewer Collection System, Urban/Renewal, 12-inches and smaller i. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) j. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 250 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH Project No. 02082 Northside II 48-Inch Water Main, Phase I Part 1 00 41 00 (2) BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid 81 5- 2. 1 / y y .4.‘ 7. Bid Submittal This Bid is submitted on 03/20/2014 by the entity named below. Respectfully submitted, By: Les V. Whitman Receipt is acknowledged of thel Initial ` following Addenda: a/fc Addendum No. 1: 03/18/2014 I tied Title: General Manager Company: S.J. Louis Construction of Texas, Ltd. Address: 520 South 6th Avenue Mansfield, Texas 76063 State of Incorporation: Texas Email: Ieswesilouis.com Phone: 817-477-0320 END OF SECTION CITY OF FORT WORTH Project No. 02082 Addendum No. 2: Addendum No. 3: Addendum No. 4: 1 Addendum No. 5 1 Corporate Seal: Northside II 48-Inch Water Main, Phase I Part 1 00 42 43 BID PROPOSAL Pagel of 13 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pay Specification Bid Unit of Item Section No. Quantity Measure UNIT IA: Large Diameter Water Improvements 1a 33 11 10 10,925 LF 3311.1051 48" DIP Water Pipe N)o 13.115• Dollars and N)o 10(> Cents Per Unit Name of Unit Price with Unit Price in Words lb 33 11 14 10,925 LF 3311.1061 48" Steel AWWA C200 Water Pipe two Mb, Dollars and N52 GI o Cents Per Unit 1c 33 11 13 10,925 LF 3311.1071 48" Concrete AWWA C303 Water Pipe TM add Hxaeaae 7»Anrv-ardDollars and r.1e) cents Per Unit 2a 33 11 10 680 LF 3311.1057 48" DIP Water Pipe, CLSM Backfill N)v g3 t> Dollars and N)o OSb Cents Per Unit Unit Price Bid Value No Bid No Bid No Bid “1.9e) No Bid No Bid No Bid 2b 33 11 14 680 LF 3311.1067 48" Steel AWWA C200 Water Pipe, CLSM Backfill No 3tb Dollars and sly 13tt> Cents Per Unit No Bid No Bid 2c 33 11 13 680 LF 3311.1077 48" Water Pipe Concrete AWWA C303, CLSM Backfill f t vs H tnao20o "! N rrt1i h -v s Dollars and PAO ' Cents Per Unit 3a 33 05 24 1,200 LF 9999.0000 48" Water Carrier Pipe - Ductile Iron Pipe N�o (3Dollars and N)o 3t1> Cents Per Unit No Bid No Bid 3b 33 05 24 1,200 LF 9999.0000 48" Water Carrier Pipe - Steel AWWA C200 Pipe tJv 131b Dollars and Oc, Cuts Cents Per Unit No Bid No Bid 3c 33 05 24 1,200 LF 9999.0000 48" Water Carrier Pipe - Concrete AWWA C303 Pipe i'MRBbf no,4•04,tu 3wtin137'soollars and No Cents Per Unit Note: Bidder shall se ect only one option for items numbered a,b, & c. Material options shall be consistent throughout the Proposal. S31'=° 3GI) 080 fk3z1• 3�y->") zoo•= CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Specification Bid Unit of Name of Unit Price with Unit Price in Words , Item Section No. Quantity Measure 4 33 04 12 1 LS 3304.0002 Cathodic Protection xTEEN 1)4005.ANUt, Dollars and +� Cents Per Unit 5 33 05 21, 1,200 LF 3305.1207 72" Casing/Tunnel Liner Plate By 33 05 22 Other Than Open Cut rJtaE gugb.4tEct. E►LMr Dollars and N.)c Cents Per Unit 6 33 12 25 1 EA 3312.0112 Connection to Existing 48" Water Main Eitrtlr 7)4cOSAaL+ Dollars and .Jo Cents Per Unit 7 33 12 30 7 EA 3312.1004 4" Combination Air Valve Assembly for Water -mtiA.TEfa 1)4WSA,,tz. RAJ A. NVNbP.Eb Dollars and Cents Per Unit 8 33 12 21 3 EA S1x4.y 1}10)SAr4 3312.5002 48" AWWA Butterfly Valve, w/ vault "Two Nvntt . Dollars and ►Jc Cents Per Unit 9 33 12 60 4 EA 3312.6003 8" Blow Off Valve w/ Vault E,(E N TNc*-SAND 'ice F(uiJbRE b Dollars and Cents Per Unit 10 02 41 14 125 LF 9999.0000 Remove 18" - 24" Storm Line OJt. Dollars and ►.lo Cents Per Unit 11 02 41 14 50 LF 9999.0000 Remove 30" - 36" Storm Line ONIE Dollars and t.10 Cents Per Unit 12 02 41 14 20 LF 9999.0000 Remove 48" - 54" Storm Line Onte Dollars and ►.10 Cents Per Unit 13 02 41 14 3 EA 0241.4001 Remove 10' Curb Inlet Foe tivNt REt. Dollars and r.1c Cents Per Unit 14 02 41 14 20 LF 0241.3201 Remove Storm Sewer Box ONE Dollars and 1J0 Cents Per Unit 15 31 25 00 1 LS 3125.0101 SWPPP >_ 1 acre 56 aa5AND Dollars and ae Cents Per Unit 16 02 41 13 200 SF 0241.0401 Remove Concrete Drive c E. Dollars and No Cents Per Unit 17 02 41 15 1,710 SY 0241.1506 2" Surface Milling 1=ouR Dollars and No Cents Per Unit Unit Price 00 42 43 BID PROPOSAL Page 2 of 13 Bid Value $ 16,000.00 $ 16,000.00 $ 908.00 $ 1,089,600.00 $ 8,000.00 $ 8,000.00 $ 13,400.00 $ 93,800.00 $ 68,200.00 $ 204,600.00 $ 11,200.00 $ 44,800.00 $ 1.00 $ 125.00 $ 1.00 $ 50.00 $ 1.00 $ 20.00 $ 500.00 $ 1,500.00 $ 1.00 $ 20.00 $ 7,000.00 $ 7,000.00 $ 1.00 $ 200.00 $ 4.00 $ 6,840.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Specification Bid Unit of , Item Section No. Quantity Measure Name of Unit Price with Unit Price in Words 18 32 01 17 3,980 SY 9999.0000 48" Water Main Asphalt Pavement Repair STA 130+10 to STA 153+30 %F Ly T' o Dollars and Sao Cents Per Unit 19 32 01 17 5,680 SY 9999.0000 48" Water Main Asphalt Pavement Repair STA 153+30 to STA 183+97 sty Two Dollars and t•-)o Cents Per Unit 20 32 01 17 3,960 SY 9999.0000 48" Water Main Asphalt Pavement Repair STA 190+75 to STA 218+30 Ft7RAy T.io Dollars and ►.io Cents Per Unit 21 32 01 17 200 SY 9999.0000 48" Water Main Asphalt Pavement Repair STA 218+30 to STA 219+84 Far-tv Two Dollars and t•Jo Cents Per Unit 22 32 01 17 150 LF 3201.0112 5' Wide Asphalt Pvmt Repair, Residential Fop-ty 'NOE. Dollars and tJo Cents Per Unit 23 32 01 17 1,750 SY 3201.0301 2" Extra Width Asphalt Pavement Repair PI FTTEE.a Dollars and tJo Cents Per Unit 24 32 01 29 3,950 SY 3201.0614 Conc Pvmt Repair, Residential Stxt-v FwE Dollars and n.10 Cents Per Unit 25 32 01 29 1,800 SY 3201.0656 Conc Pvmt Repair, HES, Arterial/Industrial Eujki,v SEo6ra Dollars and tJo Cents Per Unit 26 32 12 16 3 EA 3212.0601 HMAC Speed Cushion Oti�E Ti1ooSANb' Dollars and n10 Cents Per Unit 27 32 13 20 200 SF 3213.0401 6" Concrete Driveway SC4E..3 Dollars and No Cents Per Unit 28 32 17 23 12,000 LF 3217.0001 4" SLD Pvmt Marking HAS (W) nio Dollars and h1tioety Cents Per Unit 29 32 17 23 10,570 LF 3217.0002 4" SLD Pvmt Marking HAS (Y) P. o Dollars and t3tt3Eiy Cents Per Unit 30 32 17 23 60 LF 3217.0301 12" SLD Pvmt Marking HAE (W) FwR Dollars and p.3o Cents Per Unit Unit Price 00 42 43 BID PROPOSAL Page 3 of 13 Bid Value $ 42.00 $ 167,160.00 $ 42.00 $ 238,560.00 $ 42.00 $ 166,320.00 $ 42.00 $ 8,400.00 $ 43.00 $ 6,450.00 $ 15.00 $ 26,250.00 $ 65.00 $ 256,750.00 $ 87.00 $ 156,600.00 $ 1,000.00 $ 3,000.00 $ 7.00 $ 1,400.00 $ 0.90 $ 10,800.00 $ 0.90 $ 9,513.00 $ 4.00 $ 240.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 PaySpecification Bid Unit of Item Section No. Quantity Measure 31 32 17 23 36 EA 3217.2001 Raised Marker TY W 32 32 17 23 248 33 32 17 23 9 34 32 17 23 206 35 32 17 23 4 Name of Unit Price with Unit Price in Words Fw2 Dollars and sJI, Cents Per Unit EA 3217.2002 Raised Marker TY Y Fook Dollars and tQo Cents Per Unit EA 3217.2102 REFL Raised Marker TY I-C FoyA Dollars and !Jo Cents Per Unit EA 3217.2103 REFL Raised Marker TY II -A -A FLAIL Dollars and 'Jo Cents Per Unit EA 3217.1002 Lane Legend Arrow 't-wo 140s41:46+S. Dollars and ae Cents Per Unit 36 32 91 19 900 CY 3291.0100 Topsoil rJo Dollars and Cents Per Unit 37 32 92 13 5,400 SY 3292.0100 Block Sod Placement "Two Dollars and F�F%y Cents Per Unit 38 33 01 31 13,000 LF 3301.0002 Post -CCTV Inspection O lE Dollars and rJo Cents Per Unit 39 33 05 30 45 EA 3305.0103 Exploratory Excavation of Existing Utilities 1 1REE V41/444Diieb. Dollars and No Cents Per Unit 40 33 05 10 11,650 LF 3305.0109 Trench Safety 'Jo ONE 41 33 05 17 42 33 41 10 43 33 41 10 44 33 41 10 10 EA 3305.0112 Concrete Collar GI #er 1 0+46AEd. tJo 30 LF 3341.0103 18" RCP, Class pJo 50 LF 3341.0201 21" RCP, Class For1-i-y& rJo 40 LF 3341.0205 24" RCP, Class R E ItsKT /Jo Dollars and Cents Per Unit Dollars and Cents Per Unit III Dollars and Cents Per Unit III Dollars and Cents Per Unit III Dollars and Cents Per Unit Unit Price 00 42 43 BID PROPOSAL Page 4 of 13 Bid Value $ 4.00 $ 144.00 $ 4.00 $ 992.00 $ 4.00 $ 36.00 $ 4.00 $ 824.00 $ 200.00 $ 800.00 $ 5.00 $ 4,500.00 $ 2.50 $ 13,500.00 $ 1.00 $ 13,000.00 $ 300.00 $ 13,500.00 $ 0.01 $ 116.50 $ 800.00 $ 8,000.00 $ 40.00 $ 1,200.00 $ 44.00 $ 2,200.00 $ 48.00 $ 1,920.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Specification Bid Unit of Name of Unit Price with Unit Price in Words Unit Price Item Section No. Quantity Measure 45 33 41 10 30 LF 3341.0206 24" RCP, Class IV FIFA./ RiJJE Dollars and 'f.10 Cents Per Unit 46 33 41 10 10 47 33 41 10 10 48 33 41 10 20 49 33 41 10 10 50 33 41 10 10 51 33 41 10 10 52 33 41 10 10 53 33 49 20 3 54 34 71 13 4 55 34 71 13 60 56 33 05 10 1 57 N/A 5 00 42 43 BID PROPOSAL Page 5 of 13 Bid Value $ 55.00 $ 1,650.00 57.00 $ 570.00 LF 3341.0302 30" RCP, Class III $ LF 3341.0305 33" RCP, Class III SE,aE�I.,. Dollars and �1® Cents Per Unit $ 70.00 $ 700.00 85.00 $ 1,700.00 LF 3341.0309 36" RCP, Class III Eit�N'ry �tJE Dollars and No Cents Per Unit $ LF 3341.0409 48" RCP, Class III Ol'aa6 f�Vn�ls�� �1tJE Dollars and Cents Per Unit $ 105.00 $ 1.050.00 150.00 $ 1,500.00 LF 3341.0502 54" RCP, Class III On* I�Vn1�d ��FTy Dollars and ►m1� Cents Per Unit $ LF 3341.1102 4x3 Box Culvert �iaE F�utJD�� �,�ry Dollars and n10 Cents Per Unit $ 150.00 $ 1,500.00 170.00 $ 1,700.00 LF 3341.1103 4x4 Box Culvert 0,36 f•(U��� SE�1>�na�y Dollars and t�® Cents Per Unit $ EA 3349.5001 10' Curb Inlet i� ��JSAr�1y, �J� }�t�n1oV�A Dollars and telo Cents Per Unit $ 3,500.00 $ 10,500.00 1.00 $ 4.00 MO 3471.0001 Traffic Control $ WK 3471.0002 Portable Message Sign $ 1.00 $ 60.00 1.00 $ 1.00 1.00 $ 5.00 LS 3305.0104 Ground Water Control $ MO 9999.0000 Business Access Signage $ UNIT IA: Large Diameter Water Improvements - Subtotal $ 7,399;690:5'0 Fti?I. SEr� Dollars and Cents Per Unit rJo OaE Dollars and R'to Cents Per Unit OW Dollars and tJo Cents Per Unit ONE Dollars and Na Cents Per Unit E Dollars and ,Jo Cents Per Unit ire 4 ti,%8,121' CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Item Specification Section No. Bid Quantity Unit of Measure Name of Unit Price with Unit Price in Words UNIT IB: Small Diameter Wate • Improvements 1 33 11 12 5,250 LF 3311.0461 12" PVC Water Pipe StxTv 141,4E Dollars and t.10 Cents Per Unit 2 33 11 10 30 LF 3 33 11 10 20 4 33 11 12 3,400 LF 5 33 11 10 50 LF 6 33 11 10 30 7 331110, 100 LF 33 11 12 8 02 41 14 2 EA 9 02 41 14 10 EA 10 02 41 14 6 EA 11 02 41 14 63 EA 12 02 41 14 460 LF 13 31 25 00 1 LS 3311.0451 12" DIP Water Pipe Ett.Hry FIVE Dollars and iJc Cents Per Unit LF 3311.0457 12" DIP Water, CLSM Backfill ONE- V4wklbizet> SIX Iv Two Dollars and P30 Cents Per Unit 3311.0261 8" PVC Water Pipe Ft FTy ►JtNE Dollars and rho Cents Per Unit 3311.0251 8" DIP Water Pipe S1 x t- , SEv& Dollars and ad Cents Per Unit LF 3311.0254 8" DIP Water, CLSM Backfill 010E OVNMAE . F-044v FoVit Dollars and Cents Per Unit 3311.0141 6" Water Pipe F‘FrY F..>6 Dollars and t�10 Cents Per Unit 0241.1118 4"-12" Pressure Plug Imes 6 14thorzos. Dollars and 1•5o Cents Per Unit 0241.1218 4"-12" Water Abandonment Plug 1)40.eeHvi. r, c ' Dollars and No Cents Per Unit 0241.1510 Salvage Fire Hydrant FtWIL fivrJDREb Dollars and rJo Cents Per Unit 0241.1511 Salvage 3/4" Water Meter On1E Dollars and >Jo Cents Per Unit 9999.0000 Remove 12" - 18" Storm Line ONE. Dollars and tJc Cents Per Unit 3125.0101 SWPPP >_ 1 acre Ohle No Dollars and Cents Per Unit Unit Price 00 42 43 BID PROPOSAL Page 6 of 13 Bid Value $ 69.00 $ 362,250.00 $ 85.00 $ 2,550.00 $ 162.00 $ 3,240.00 $ 59.00 $ 200,600.00 $ 67.00 $ 3,350.00 $ 144.00 $ 4,320.00 $ 55.00 $ 5,500.00 $ 300.00 $ 600.00 $ 300.00 $ 3,000.00 $ 400.00 $ 2,400.00 $ 1.00 $ 63.00 1.00 $ 460.00 1.00 $ 1.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Specification Bid Unit of Name of Unit Price with Unit Price in Words Unit Price Item Section No. Quantity Measure 14 02 41 15 60 SY 0241.1506 2" Surface Milling Fr7x� Dollars and IrJo Cents Per Unit 15 32 01 17 280 LF 3201.0112 5' Wide Asphalt Pvmt Repair, Residential 1 i *.Ty '(}•its Dollars and tJo Cents Per Unit 16 32 01 17 50 LF 3201.0115 8' Wide Asphalt Pvmt Repair, Residential F, FTy TvJo Dollars and Cents Per Unit 17 32 01 17 100 SY 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential Sixty Dollars and tJo Cents Per Unit 18 32 01 17 60 SY 3201.0301 2" Extra Width Asphalt Pavement Repair Ft F-rEEN Dollars and h10 Cents Per Unit 19 32 01 17 70 LF 3201.0151 Asphalt Pvmt Repair, Water Service —rwtTy Dollars and tJ o Cents Per Unit 20 32 01 29 200 SY 3201.0614 Conc Pvmt Repair, Residential S ixry F; J Dollars and uJo Cents Per Unit 21 32 11 23 610 SY 3211.0112 6" Flexible Base, Type A, GR-1 ei644r Dollars and tJo Cents Per Unit 22 32 13 20 1,620 SF 3213.0401 6" Concrete Driveway S6vFa Dollars and tJo Cents Per Unit 23 32 32 13 220 SF 9999.0000 Remove & Replace Conc Ret Wall, Face Stx-ry Dollars and Cents Per Unit 24 32 91 19 1,600 CY 3291.0100 Topsoil FIVE Dollars and tJo Cents Per Unit 25 32 92 13 9,680 SY 3292.0100 Block Sod Placement Two Dollars and F%Fry Cents Per Unit 26 33 04 30 1 LS 3304.0101 Temporary Water Services C»fr Dollars and t e Cents Per Unit 00 42 43 BID PROPOSAL Page 7 of 13 Bid Value $ 4.00 $ 240.00 $ 33.00 $ 9,240.00 $ 52.00 $ 2,600.00 $ 60.00 $ 6,000.00 $ 15.00 $ 900.00 $ 20.00 $ 1,400.00 $ 65.00 $ 13,000.00 $ 8.00 $ 4,880.00 $ 7.00 $ 11,340.00 $ 60.00 $ 13,200.00 $ 5.00 $ 8,000.00 $ 2.50 $ 24,200.00 $ 1.00 $ 1.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay' Specification Bid Unit of Name of Unit Price with Unit Price in Words Unit Price Item Section No. Quantity Measure 27 33 05 30 15 EA 3305.0103 Exploratory Excavation of Existing Utilities 1I4REE 14WDRE.t. Dollars and Cents Per Unit 00 42 43 BID PROPOSAL Page 8 of 13 Bid Value $ 300.00 $ 4,500.00 28 33 05 10 8,830 LF 3305.0109 Trench Safety Mr) Dollars and A4E Cents Per Unit $ 0.01 $ 88.30 29 33 05 22 40 LF 3305.1102 16" Casing By Other Than Open Cut 114 140Nb(Z6D Ok4ETEEa Dollars and nJc Cents Per Unit $ 319.00 $ 12,760.00 30 33 05 22 70 LF 3305.1103 20" Casing By Other Than Open Cut 11tRCE 14ytabRE ' FoP-iw ► NNE. Dollars and rJo Cents Per Unit $ 349.00 $ 24,430.00 31 33 05 24 40 LF 3305.2002 8" Water Carrier Pipe SEvE S y TROD Dollars and ►Ja Cents Per Unit $ 72.00 $ 2,880.00 32 33 05 24 70 LF 3305.2004 12" Water Carrier Pipe ps.16 t400NP-E4> FoJA, Dollars and 4o Cents Per Unit $ 104.00 $ 7,280.00 33 33 11 11 6 TN 3311.0001 Ductile Iron Water Fittings w/ Restraint Pi.>E Dollars and tJo Cents Per Unit 34 33 12 40 9 EA 3312.0001 Fire Hydrant 11l 114O S Att• Two 1404ateiS Dollars and No Cents Per Unit 35 33 12 25 8 EA 3312.0117 Connection to Existing 4"-12" Water Main ONE ' }0,1Slir.1t, FrvE F V4D.P.Ft. Dollars and tJn Cents Per Unit 36 33 12 10 63 EA 3312.2001 1" Water Service, Meter Reconnection ONE tiuNt>Q.GLs Dollars and t 3o Cents Per Unit 37 33 12 10 63 EA 3312.2003 1" Water Service OtaE '1'MW04I3b Two FIUNDRfeb Dollars and n10 Cents Per Unit 38 33 12 10 7 EA 3312.2203 2" Water Service Owls flasaats. taws thit3t4GA, Dollars and No Cents Per Unit 39 33 12 25 1 EA 3312.4107 12" x 8" Tapping Sleeve & Valve Fowl. 1)400setas Dollars and 'Jo Cents Per Unit $ 1.00 $ 6.00 $ 3,200.00 $ 28,800.00 $ 1,500.00 $ 12,000.00 $ 100.00 $ 6,300.00 $ 1,200.00 $ 75,600.00 $ 1,900.00 $ 13,300.00 $ 4,000.00 $ 4,000.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 00 42 43 BID PROPOSAL Page 9 of 13 Pay ` Specification Bid Unit of Name of Unit Price with Unit Price in Words Unit Price Bid Value Item Section No. Quantity Measure 40 33 12 20 9 EA 3312.3002 6" Gate Valve w/ Box Se46Dollars and ►Jo Cents Per Unit $ 700.00 $ 6,300.00 41 33 12 20 9 EA 3312.3003 8" Gate Valve w/ Box ONE i}4OQSAat:,. Dollars and ►Jv Cents Per Unit $ 1,000.00 $ 9,000.00 42 33 12 20 13 EA 3312.3005 12" Gate Valve w/ Box T11a:.SA► b, EI,HT s-lot3bA.Gs. Dollars and ►D," Cents Per Unit $ 1,800.00 $ 23,400.00 43 33 41 10 320 LF 9999.0000 15" RCP, Class III Tattle Dollars and Flo Cents Per Unit $ 40.00 $ 12,800.00 44 33 41 10 175 LF 3341.0103 18" RCP, Class III Fotziy Dollars and P30 Cents Per Unit $ 40.00 $ 7,000.00 45 33 49 40 1 EA 3349.1001 18" Flared Headwall, 1 pipe CrJG 111004,-A►►Jt> TAfeze HUAIVAEIN. Dollars and e.� Cents Per Unit $ 1,300.00 $ 1,300.00 46 33 49 40 1 EA 3349.3001 18" Straight Headwall, 1 pipe C..16 Tga-ANt= T4IQ.ec HomNit.Eflr Dollars and 1.-No Cents Per Unit $ 1,300.00 $ 1,300.00 47 34 71 13 2 MO 3471.0001 Traffic Control 00E. Dollars and No Cents Per Unit $ 1.00 $ 2.00 48 02 41 14 4 EA 0241.4401 Remove Headwall/SET C:.1E I40Nt>4W-d Dollars and ao Cents Per Unit $ 100.00 $ 400.00 49 32 32 13 60 SF 9999.0000 Remove & Replace Stone Wall, Face FIFTY Dollars and No Cents Per Unit $ 50.00 $ 3,000.00 50 33 49 40 2 EA 3349.4102 15" SET, 1 pipe C+vE T3{ft`c c. Nvnlbiaata• Dollars and tJo Cents Per Unit $ 1,300.00 $ 2,600.00 UNIT IB: Small Diameter Water Improvements - Subtotal $ 942,381.30 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay ` Specification Bid Item Section No. Quantity Unit of Measure Name of Unit Price with Unit Price in Words UNIT I : Sewer Improvements 1 33 11 10, 2,850 LF 3331.4201 10" Sewer Pipe 33 31 20 SNxdy -TWO Dollars and No Cents Per Unit 2 33 1110, 15 LF 3331.5749 10" Sewer Pipe, CLSM Backfill 33 31 20 C_vE I4)NbAED Tv.1Ew6 Dollars and n10 Cents Per Unit 3 33 11 10, 2,200 LF 3331.4115 8" Sewer Pipe 33 31 20 S‘x4-,. Dollars and N3o Cents Per Unit 4 33 39 10, 13 EA 3339.1001 4' Manhole 33 39 20 14 1i-005A 4b. 'Coo 140.1bAEC. Dollars and ao Cents Per Unit 5 33 39 10, 51 VF 3339.1003 4' Extra Depth Manhole 33 39 20 r tMFTy Ots t Dollars and NJo Cents Per Unit 6 02 41 14 550 LF 9999.0000 Remove 12" - 18" Storm Line 00E Dollars and NJo Cents Per Unit 7 31 25 00 1 LS 3125.0101 SWPPP >_ 1 acre Or Dollars and No Cents Per Unit 8 02 41 15 300 SY 0241.1506 2" Surface Milling rwQ. Dollars and No Cents Per Unit 9 32 01 17 2,610 SY 9999.0000 10" Sanitary Sewer Asphalt Pavement Repair STA 37+50 to STA 65+28 Foxiy Two Dollars and No Cents Per Unit 10 32 0117 110 SY 9999.0000 10" Sanitary Sewer Asphalt Pavement Repair STA 65+28 to STA 66+15 FoA-i•y Two Dollars and oJo Cents Per Unit 11 32 01 17 40 LF 3201.0114 7' Wide Asphalt Pvmt Repair, Residential FoR-%y F.tE Dollars and N�o Cents Per Unit 12 32 01 17 30 LF 3201.0115 8' Wide Asphalt Pvmt Repair, Residential( PIP 1w Soo Dollars and No Cents Per Unit 13 32 01 17 120 LF 3201.0117 10' Wide Asphalt Pvmt Repair, Residential S1+c FvE Dollars and tJo Cents Per Unit ADDENDUM 01 Unit Price 00 42 43 BID PROPOSAL Page 10 of 13 Bid Value $ 62.00 $ 176,700.00 $ 112.00 $ 1,680.00 $ 60.00 $ 132,000.00 $ 3,200.00 $ 41,600.00 $ 91.00 $ 4,641.00 $ 1.00 $ 550.00 $ 1.00 $ 1.00 $ 4.00 $ 1,200.00 $ 42.00 $ 109,620.00 $ 42.00 $ 4,620.00 $ 45.00 $ 1,800.00 $ 52.00 $ 1,560.00 $ 65.00 $ 7,800.00 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 CITY OF FORT WORTH Pay Specification Bid Unit of Item Section No. Quantity Measure 14 32 01 17 130 LF 3201.0150 Asphalt Pvmt Repair, Sewer Service TW64.31v Dollars and No Cents Per Unit 15 32 01 17 100 SY 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential Stx�y Dollars and IJo Cents Per Unit 16 32 01 17 300 SY 3201.0301 2" Extra Width Asphalt Pavement Repair Ft FTEEr a Dollars and 'Jo Cents Per Unit 17 32 11 23 300 SY 3211.0112 6" Flexible Base, Type A, GR-1 Et bNT Dollars and ;Jo Cents Per Unit 18 32 13 20 730 SF 3213.0401 6" Conrete Driveway .5ShiEtz Dollars and KID Cents Per Unit 19 32 91 19 600 CY 3291.0100 Topsoil F+vE. Dollars and Cents Per Unit 20 32 92 13 3,070 SY 3292.0100 Block Sod Placement Two Dollars and FRFt.y Cents Per Unit 21 33 01 31 5,065 LF 3301.0002 Post -CCTV Inspection Ott Dollars and !moo Cents Per Unit 22 33 05 30 10 EA 3305.0103 Exploratory Excavation of Existing Utilities-P-IPEE No 3DOE . Dollars and tJo Cents Per Unit 23 33 01 30 13 EA 3301.0101 Manhole Vacuum Testing G Dollars and t.10 Cents Per Unit 24 33 05 10 5,065 LF 3305.0109 Trench Safety Nu Dollars and ONE Cents Per Unit 25 33 05 17 13 EA 3305.0112 Concrete Collar Eti:i; i gvi4e.ar-i> Dollars and tJo Cents Per Unit 26 33 05 10 3 CY 3305.0116 Concrete Encasement for Utility Pipes NE 41v4ptz.IED. tt PTy Dollars and tJo Cents Per Unit Name of Unit Price with Unit Price in Words Unit Price 00 42 43 BID PROPOSAL Page 11 of 13 Bid Value $ 20.00 $ 2,600.00 $ 60.00 $ 6,000.00 $ 15.00 $ 4,500.00 $ 8.00 $ 2,400.00 $ 7.00 $ 5,110.00 $ 5.00 $ 3,000.00 $ 2.50 $ 7,675.00 $ 1.00 $ 5,065.00 $ 300.00 $ 3,000.00 $ 1.00 $ 13.00 $ 0.01 $ 50.65 $ 800.00 $ 10,400.00 $ 150.00 $ 450.00 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay' Specification Bid Unit of Name of Unit Price with Unit Price in Words Item Section No. Quantity Measure 27 33 31 50 46 EA 9999.0000 4" Sewer Service (Assessment Tap) (D214R*) ett*Ir uAIo/2Eb Dollars and tao Cents Per Unit Unit Price 00 42 43 BID PROPOSAL Page 12 of 13 Bid Value $ 800.00 $ 36,800.00 28 33 41 10 470 LF 9999.0000 15" RCP, Class III FDA-% Dollars and Nor Cents Per Unit $ 40.00 $ 18,800.00 29 33 49 40 4 EA 9999.0000 15" Straight Headwall, 1 Pipe C.JE VOL44►Nt> 114 N%),al t Dollars and No Cents Per Unit $ 1,300.00 $ 5,200.00 30 33 49 40 2 EA 9999.0000 18" Stone Headwall, 1 Pipe '0051ktm> Fit* hiun r›Ixe . Dollars and r3o Cents Per Unit $ 2,500.00 $ 5,000.00 31 33 41 10 70 LF 3341.0103 18" RCP, Class III FoP t-y Dollars and rZ Cents Per Unit $ 40.00 $ 2,800.00 32 33 49 40 4 EA 3349.3001 18" Straight Headwall, 1 pipe t 6 TKoISAN> IHkre HUN14t t Dollars and ab Cents Per Unit $ 1,300.00 $ 5,200.00 33 34 71 13 2 MO 3471.0001 Traffic Control ONE Dollars and No Cents Per Unit $ 1.00 $ 2.00 34 02 41 14 16 EA 9999.0000 Remove and Replace Mailbox Two RUN toilet Dollars and JJo Cents Per Unit $ 200.00 $ 3,200.00 35 33 39 60 10 VF 3339.0001 Epoxy Manhole Liner 'MIRE6 1-10n c42.er Dollars and No Cents Per Unit $ 300.00 $ 3,000.00 36 02 41 14 6 EA 0241.4401 Remove Headwall/SET ONE t•lUr.1DQEA Dollars and >Jo Cents Per Unit $ 100.00 $ 600.00 UNIT II: Sewer Improvements - Subtotal) $ 614,637.65 CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 Pay Item Specification Section No. Bid Quantity Unit of Measure Name of Unit Price with Unit Price in Words Bid Summary Northside 1148-Inch Water Main, Phase I, Part 1 - Project No. 02082 UNIT IA: Large Diameter Water Improvements - Subtotal UNIT IB: Small Diameter Water Improvements - Subtotal Unit Price 00 42 43 BID PROPOSAL Page 13 of 13 Bid Value 9co8 12.5 410 $ 942,381.30 UNIT II: Sewer Improvements - Subtotal $ 614,637.65 9 52J/ lt.l'j • I4 Total to be read at Bid Opening. Bidder shall list below the subcontractor / material supplier firms that will be used on this project to furnish the 48-inch Water Main, the 48-inch Butterfly valve, the Combination Air Release Valves, and the pipe material for the 48-inch Water Main. The 48-inch Water Main supplier will be: The 48-inch Butterfly Valve manufacturer will be: IN -Wm The Combination Air Release Valve for Water manufacturer will be: A Pry. The 48-Inch Water Main will be C3P3 per Specification Section *33 11 13 *Total Bid Pipe (Insert material and AWWA Standard) (Insert specification section number) CITY OF FORT WORTH ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 Project No. 02082 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, 0 The principal place of business of our company or our parent company or majority owner is in the State of Texas. El BIDDER: S.J. Louis Construction of Texas, Ltd. By: Les V. Whitman "40 4(.9 520 S. 6th Avenue " (Signature) Mansfield,Texas 76063 END OF SECTION CITY OF FORT WORTH Project No. 02082 Title: General Manager Date: 03/20/2014 Northside II 4/3-Inch Water Main, Phase I Part 1 UNANIMOUS CONSENT TO ACTION IN LIEU OF ANNUAL MEETING OF THE MEMBERS AND GOVERNORS OF S. J. Louis, LLC March 14, 2014 The governors and members of S. J. Louis, LLC, by unanimous written consent, take the following action, as if a meeting had been properly called pursuant to notice and all governors and members entitled to vote on the matters presented herein had been present and voting in favor of such action. RESOLVED, that the following persons are hereby appointed or re -appointed to the offices of this Company set opposite their respective names to hold office until their respective successors are chosen and qualify: James L. Schueller Les V. Whitman David Dickerson Stephen Kohler Peter Stahl Donald Meyer Philips J. Vallakalil Kyle Duke Jim Smith President / Chief Manager Executive Vice President / General Manager Vice President / South Texas Area Manager Vice President / North Texas Area Manager Vice President / North Texas Area Manager Chief Financial Officer / Secretary / Treasurer Secretary / Treasurer / Contracts Director - Vice President of Safety and. Risk Management Vice President of Equipment and Trucking There are no other officers of S. J. Louis, LLC. RESOLVED FURTHER, the Executive Vice President of the Company shall assume all duties of the President and Chief Manager in the event of the death or disability of the current President / Chief Manager, as defined in that Unanimous Consent dated January 1, 2005. RESOLVED FURTHER, that the President, Executive Vice President, and Chief Financial Officer are hereby authorized and empowered to sign all documents necessary for the performance of the business of S.J. Louis, LLC, the General Partner of S.J. Louis Construction of Texas, Ltd.. RESOLVED FURTHER, Philips J. Vallakalil as Secretary, David Dickerson, Stephen Kohler, Clifford Tubbs, and Pete Stahl are authorized to sign Construction Contracts, Construction Bids, Construction Bonds, final pay estimates and all other documents necessary to construct and manage construction jobs for S.J. Louis Construction of Texas, Ltd. RESOLVED FURTHER, Adam Lunsford, Lucas Menebroker, and Justin Whitman are authorized to sign Construction Bids for S. J. Louis Construction of Texas Ltd. projects. Page 1 of 2 SJ Louis LLC 11-8-13 TX Consent RESOLVED FURTHER, that all prior signature authorizations are herein deleted, denied, and superseded by this Unanimous Consent to Action. RESOLVED FURTHER, all acts pursuant thereto taken by members of the Board of Governors or by Officers of the Company since the last recorded meeting, are hereby ratified and approved in all respects. IN WITNESS WHEREOF, the undersigned, constituting all of the governors and members of the Company entitled to vote on the matters presented herein, have executed this Unanimous Consent to Action In Lieu of Annual Meeting, effective March 14th, 2013. BOARD OF GOVERNORS: /James--Schueller, Governor Page 2 of 2 SJ Louis LLC 11-8-13 TX Consent LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT On this 20th Les V. Whiten General Manager } day of March , 2014, before me personally appeared to me known who being by me duly sworn, that he/she is the of the S.J. Louis Construction of Texas. Ltd. the Limited Partnership described in and which executed the foregoing instrument, and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. ELIZABETH ANN INGRAM Notary Public, State of Texas My Commission Expires May 10, 2017 .147 State of MINNESOTA County of HENNEPIN Notary Public Tarrant County, Texas My commission expires May 10, 2017 ACKNOWLEDGMENT OF CORPORATE SURETY ss. } On this 20th day of March , 2014, before me appeared Bruce N. Telander to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Fire Insurance Company a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors; and that said Bruce N. Telander acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOMAS NOTARY PUBLIC-MINNESOTA My Commission Expires Jan. 31, 2015 Notary Public Ramsey My commission expires County, MN 01/31/15 2 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 4 5 6 7 8 9 00 45 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 004512-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5 major work type(s) listed. 6 7 8 9 10 11 Major Work Type Auger Boring - 24-Inch diameter casing and Tess Auger Boring - Greater than 24-lnch diameter casing and greater Tunneling — 66" and greater, 350 LF and greater Cathodic Protection Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Urban/Renewal, All Sizes CCTV, 48-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Asphalt Paving Construction/ Reconstruction (15,000 square yards and GREA l'ER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Contractor/Subcontractor Company Name S.J. Louis Construction of Texas,Ltd. S.J. Louis Construction of Texas,Ltd. S.J. Louis Construction of Texas,Ltd. Corrpro Companies S.J. Louis Construction of Texas,Ltd. S.J. Louis Construction of Texas,Ltd. S.J. Louis Construction of Texas,Ltd. S.J. Louis Construction of Texas,Ltd. 1?otu t tte C.a"xk.,c,hLN, L-I,I. S.J. Louis Construction of Texas,Ltd. Prequal ification Expiration Date 04/30/2014 04/30/2014 04/30/2014 N/A 04/30/2014 04/30/2014 04/30/2014 04/30/2014 (1/Zo1S 04/30/2014 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: 12 13 S.J. Louis Construction of Texas,Ltd. 14 Company 15 16 520 S. 6th Avenue 17 Address 18 19 Mansfield,Texas 76063 20 City/State/Zip 2l 22 23 24 By: Les V. Whitman (Please Print) Signature: a ///%4" Title: General Manager (Please Print) Date: 03/20/2014 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code ( ) ( ) Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED _ Sewer CIPP, 12-inches and smaller _ Sewer CIPP, 24-inches and smaller _ Sewer CIPP, 42-inches and smaller _ Sewer CIPP, All Sizes _ Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller _ Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller _ Sewer Interceptors, Development, 24-inches and smaller _ Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller _ Sewer Interceptors, Development, 48-inches and smaller _ Sewer Interceptors, Urban/Renewal, 48-inches and smaller _ Sewer Pipe Enlargement 12-inches and smaller _ Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes _ Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller _ Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller _ Sewer Cleaning, 12-inches and smaller _ Sewer Siphons 12-inches or less _ Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) _ Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) _ Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) _ Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 QUANTITY Various - ITEM DESCRIPTION TOTAL BALANCE SHEET VALUE TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 2082. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 S.J. Louis Construction of _Texas, Ltd. By: TPs V. Whitman 13 14 / / �� 15 520 South 6th Avenue Signature: // 6/Gel:�Gdv� 16 Address 17 18 Mansfield, Texas 76063 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 TPs V. Whitman _ , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of General Manager for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 33 ,20 . 34 35 36 37 38 Company (Please Print) Title: General Manager (Please Print) 77(YhelilL 11_/•. Notary Public in and for the State of + xas 39 END OF SECTION 40 ELIZABETH ANN INGRAM Notary Public, State of Texas My Commission Expires May 10, 2017 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 00 45 40 - 1 MINORITY BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 10% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 9/27/ /y is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and S.J. Louis Construction of Texas, Ltd., authorized to do business in Texas, acting 6 by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Northside II 48-Inch Water Main, Phase I Part 1 16 City Proiect No. 02082 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 250 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 005243-2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Eight Million Five Hundred Twenty Five Thousand 38 One Hundred Forty-four and 45/100 Dollars ($8,525.144.451. 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non -Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 005243-3 Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 00 52 43 - 4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 121 122 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 128 129 130 131 132 133 134 135 136 Contractor: S.J. Louis Construction of Texas, Ltd. By: '4'��IIli~, 'i (Signature) T es V. Whitman (Printed Name) Title: General Manager Address: 520 South 6th Avenue City/State/Zip: Mansfield, Texas 76063 Date Cityof Fort Worth By: ` -- seLO/ Fernando Costa Assistant City Manager Date _./5" Attest: City (Seal) reta M&C 6-2,64$y Date: q.zz— /y A .roved as to Form and Legality: Douglas W. Black Assistant City Attorney APPRO AL RECOMMENDED: (C C\AAN S. Frank Crumb, PE DIRECTOR, Water Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 1 7 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 006113-1 PERFORMANCE BOND Page 1 of 2 SECTION 00 61 13 PERFORMANCE BOND Bond No. 190031257 KNOW ALL BY THESE PRESENTS: 8 That we, S.J. Louis Construction of Texas, Ltd., known as "Principal" herein and Liberty 9 Mutual Fire Insurance Company, a corporate surety(sureties, if more than one) duly authorized 10 to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 11 and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the 12 laws of Texas, known as "City" herein, in the penal sum of, Eieht Million Five Hundred 13 Twenty Five Thousand One Hundred Fortv-four and 45/100 Dollars ($8,525,144.451. lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 15 which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 7ZI4 day of Ae p ; 1 , 20 /'t, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Northside II 48-Inch Water Main, Phase I, 22 Part 1, City Project No. 02082. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. ( 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 2 7o/ day of 1 I 6 Api..I 20 //. I I 11 I 7 8 9 10 11 12 13 ATTEST: 14 15 16 (Principal) Secretary 17 18 19 20 21 22 23 24 25 26 27 BY: 28 29 30 31 32 33 34 35 36 37 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: S.J. Louis Construction of Texas, Ltd. BY: Sign e I/ OIL, Les V. Whitman, General Manager Name and Title Address: 520 South 6th Avenue Mansfield, Texas 76063 SURETY: Liberty Mutual Fire Insurance Corn 45 Philips J. Vailakalil Witness as to PciAdam Lunsford Witness as to Surety CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Signature Bruce N. Telander, Attorney -in -Fact Name and Title Home Office: Address: 2000 Westwood Drive, Wausau, Wl 54401 Surety Operations: 450 Plymouth Rd., Suite 400 Plymouth Meeting, PA 19462-8284 Telephone Number: 800-862-6079 Northside II 48-Inch Water Main, Phase I Part l City Project No. 02082 LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT } On this day of Les V. Whitman that he/she is the General Manaeer , 2014, before me personally appeared to me known who being by me duly sworn, of the S.J. Louis Construction of Texas. Ltd. the Limited Partnership described in and which executed the foregoing instrument, and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. ,',. Y g'; ELIZABETH ANN INGRAM Notary P lic arrant County,'exad.l ••�: Notary Public, State of Texas V. My Commission Expires ';;oFn May 10, 2017 My commission expires May 10. 2017 ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA ss. County of HENNEPIN 1 On this day of , 2014, before me appeared Bruce N. Telander to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Fire Insurance Company a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors; and that said Bruce N. Telander acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOMAS NOTARY PUBLIC•MINNESOTA My Commission Expires Jan, 31, 2015 dv* Notary Public Ramsey My commission expires County, MN 01/31/15 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. to d d c r� to LIBERTY MUTUAL FIRE INSURANCE COMPANY WAUSAU, WISCONSIN POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS 6171478 That Liberty Mutual Fire Insurance Company (the "Company"), a Wisconsin stock insurance company, through its Assistant Secretary, pursuant to and by authority of the Board of Directors hereinafter set forth, does hereby name, constitute and appoint BRIAN J. OESTREICH; BRUCE N. TELANDER; CHRISTINE M. HANSEN; CRAIG REMICK; D. R. DOUGHERTY; DONALD R. OLSON; JACK CEDARLEAF II; JEROME T. OUIMET; JOHN E. TAUER; JOSHUA R. LOFTIS; KURT C. LUNDBLAD; LINDA K. FRENCH; MELINDA C. BLODGETT; NICOLE NELSON; PAMELA T. CURRAN; R. W. FRANK; RACHEL THOMAS; SANDRA M. DOZE, ALL OF THE CITY OF I.4INNEAPOLIS, STATE OF MINNESOTA , each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein, among other things, it was: VOTED that the Secretary and each Assistant Secretary be, and each of them is, authorized to execute powers of attorney qualifying the attorney named in the given power of attorney to execute on behalf of the Company surety undertakings, bonds, recognizances and other surety obligations; and that the Secretary and each Assistant Secretary be, and each or any of them hereby is, authorized to attest to the execution of any such power of attorney, and to affix thereto the corporate seal of the Company. That the Resolution set forth above is a true copy thereof and is now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Fire Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 17th day of June 2013 COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY a) LIBERTY MUTUAL FIRE INSURANCE COMPANY By David M. Carey, A6iistant Secretary On this 17th day of June 2013 , before me, a Notary Public, personally came David M. Carey, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WHEREOF, 1 haf,4 reunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. nr[ur:`i COMMONWEALTH OF PENNSYLVANIA C CERTIFICATE a) O 15 z Notarial Seat Teresa Pestelia, Notary Public Plymouth Twp., Montgomery County My Commission Expires March 28, 2017 MEt18ER, PENNSYLVANIA ASSOCr+FTION OF NOT'MEE.S By K1-61.0(-)/L Teresa Pastella, Notary Public I, the undersigned, an Ass tB'rieIfai`y of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated June 28, 2006. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this day of : 1 Gregory W.`Davenport, Assistant Secretary to to d y CO — O V U) 0W C E :a, C. a� d15 o£ a' N O t0 O C d .a A w >-0 CD nmCsi E tF M 00 00 10— g 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 § 006114-1 PAYMENT BOND Page 1 of 2 Bond No. 190031257 KNOW ALL BY THESE PRESENTS: 8 That we, S.J. Louis Construction of Texas, Ltd., known as "Principal" herein and 9 Liberty Mutual Fire Insurance Company, a corporate surety (sureties), duly authorized to do 10 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 11 firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of 12 the State of Texas, known as "City" herein, in the penal sum of Eight Million Five Hundred 13 Twenty Five Thousand One Hundred Forty-four and 45/100 Dollars (S8,525,144.45), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of 15 which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 nil day of kef I , 20 /y , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Northside II 48-Inch Water Main, Phase I, Part 1, City Project 22 No.: 02082 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full - 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside 1I 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 006114-2 PAYMENT BOND Page 2of2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 2?4 ` day of 3p , r , 20 (� . 4 ATTEST: (Principal) Secretary Philips J. Vallakalil "fr---- Witnessas to Prim Lunsford ATTEST: See attached Power -of -Attorney (Surety) Secretary Witness as to Surety PRINCIPAL: S.J. Louis Construction of Texas, Ltd. BY: Signature'' Les V. Whitman, General Manager Name and Title Address: 520 South 6'h Avenue Mansfield, Texas 76063 SURETY: Liberty Mutual Fire Insurance Company Bruce N. Telander, Attorney -in -Fact Name and Title Home Office: Address: 2000 Westwood Drive, Wausau, WI 54401 Surety Operations: 430 Plymouth rcd., suite 400 rlym../ch Meeting, PA 19462-8284 800-862-6079 Telephone Number: 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 l0 The date of the bond shall not he prior to the date the Contract is awarded. 1 1 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside li 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT On this day of Les V. Whitman that he/she is the General Manner , 2014, before me personally appeared to me known who being by me duly sworn, of the S.J. Louis Construction of Texas. Ltd. the Limited Partnership described in and which executed the foregoing instrument, and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. ,4pV' ELIZABETH ANN INGRAM =,•i A Notary Public, State of Texas =�• i� 4'J My Commission Expires May 10, 2017 AAA Notary Pub ' Tarrant - County, Texas () My commission expires May 10. 2017 ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA ss. County of HENNEPIN } On this day of , 2014, before me appeared Bruce N. Telander to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Fire Insurance Comnanv a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors; and that said Bruce N. Telander acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOMAS NOTARY PUBLIC•MINNESOTA My Commission Expires Jan. 31, 2015 M Notary Public Ramsev My commission expires County. MN 01/31/15 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. ui O 0 c co co d 00 d > r. -73 to COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY LIBERTY MUTUAL FIRE INSURANCE COMPANY WAUSAU, WISCONSIN POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS 6171479 That Liberty Mutual Fire Insurance Company (the "Company"), a Wisconsin stock insurance company, through its Assistant Secretary, pursuant to and by authority of the Board of Directors hereinafter set forth, does hereby name, constitute and appoint BRIAN J. OESTREICH; BRUCE N. TELANDER; CHRISTINE M. HANSEN; CRAIG REMICK; D. R. DOUGHERTY; DONALD R. OLSON; JACK CEDARLEAF II; JEROME T. OUIMET; JOHN E. TAUER; JOSHUA R. LOFTIS; KURT C. LUNDBLAD; LINDA K. FRENCH; MELINDA C. BLODGETT; NICOLE NELSON; PAMELA T. CURRAN; R. W. FRANK; RACHEL THOMAS; SANDRA M. DOZE, ALL OF THE CITY OF MINNEAPOLIS, STATE OF MINNESOTA , each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein, among other things, it was: VOTED that the Secretary and each Assistant Secretary be, and each of them is, authorized to execute powers of attorney qualifying the attorney named in the given power of attorney to execute on behalf of the Company surety undertakings, bonds, recognizances and other surety obligations; and that the Secretary and each Assistant Secretary be, and each or any of them hereby is, authorized to attest to the execution of any such power of attorney, and to affix thereto the corporate seal of the Company. That the Resolution set forth above is a true copy thereof and is now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate Liberty Mutual Fire Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 17th day of 2013 .4?) INCORPORATED t � 1400 ACAS% R .O to to O c N c seal of O June c 0 LIBERTY MUTUAL FIRE INSURANCE COMPANY TW d y as B David M. Carey, A iistant Secretary C On this 17th day of June 2013 , before me, a Notary Public, personally came David M. Carey, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed my notarial first above written. c CERTIFICATE d 0 Zv • COMMONWEALTH OF PENNSYLVANIA Notarial Seat Teresa Pastelle, Notary Public Plymouth Twp., Montgomery County My Commission Expires Match 28, 2017 MEIdaER, 9ENNSYLVANIA ASSOCIATION OF NOTARIES I, the undersigned, an Assistant Se`6tetaty of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated June 28, 2006. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this day of Gregory W.'Davenport, Assistant Secretary �-0 3� 0E a. co O ,2 O r‘' oc seal at Plymouth Meeting, Pennsylvania, on the day and year .' % 'a S ByKI-4-1,--) m >li .Q co Pastella, Notary Public OA E N ;i= M c 0 co i— Liberty utuaL SURETY ant tice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectiontdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 1 of 2 Rev. 7.1.07 Liber utuaL I •I PARA OBTENER INFORMACION 0 REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigirla a Liberty Mutual Surety en la siguiente direccion: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companies, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(a�tdi.state.tx.us Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su poliza: Esta notificacion es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1.07 006119-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND Bond No. 190031257 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we S.J. Louis Construction of Texas, Ltd., known as "Principal" herein and Liberty 9 Mutual Fire Insurance Company, a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 11 are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant 12 to the laws of the State of Texas, known as "City" herein, in the sum of Eieht Million Five 13 Hundred Twenty Five Thousand One Hundred Fortv-four and 45/100 Dollars 14 (S8,525,144.45). lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for payment of which sum well and truly be made unto the City and its successors, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 2/4day of AOP r/ , 20 /T , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as Northside II 48-Inch Water Main, 25 Phase I, Part I, City Project No. 02082; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefore at any time within the Maintenance 34 Period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside I1 48-Inch Water Main, Phase 1 Part I City Project No. 02082 00 61 19 -2 MAINTENANCE BOND Page 2 of 3 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside I148-inch Water Main, Phase I Part 1 City Project No. 02082 i 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the Z?A( day of 3 Ap t,'l , 20 l Y . 4 5 6 7 8 PRINCIPAL: S.J. Louis Construction of Texas, Ltd. 9 BY: 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 20 Witness as to Pr cip Adam Lunsford 21 SURETY: 22 Liberty Mutual Fire Insurance Copany 23 24 25 BY: 26 27 28 29 ATTEST: 30 31 32 (Surety) Secretary 33 34 35 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 See Philips J. Vallakalil attached Power -of -Attorney Witness as to Surety CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Les V. Whitman, General Manager Name and Title Address: 520 South 6th Avenue Mansfield, Texas 76063 Signature Bruce N. Telander, Attorney -in -Fact Name and Title Home Office: Address: 2000 Westwood Drive, Wausau, WI 54401 Surety Operations: 450 Plymouth Rd., Suite 400 Plymouth Meeting, PA 19462-8284 Telephone Number: 800-862-6079 Northside I1 48-Inch Water Main, Phase I Part I City Project No, 02082 LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS SS. County of TARRANT On this day of Les V. Whitman that he/she is the General Manager , 2014, before me personally appeared to me known who being by me duly sworn, of the S.J. Louis Construction of Texas. Ltd. the Limited Partnership described in and which executed the foregoing instrument, and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. ,`;: &, ELIZABETH ANN INGRAM °•t" Notary Public, State of Texas My Commission Expires May 10, 2011 Notary Publi My commission expires Tarrant County. Texas Mav 10. 2017 ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA SS. County of HENNEPIN y On this day of , 2014, before me appeared Bruce N. Telander to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Fire Insurance Company a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors; and that said Bruce N. Telander acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOMAS NOTARY PUBLIC•MINNESOTA My Commission Expires Jan. 31, 2015 Notary Public Ramsey My commission expires County, MN 01/31/15 Liber utuaL SURETY t tice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectiontdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 1 of 2 Rev. 7.1.07 Lifer utual. 1 PARA OBTENER INFORMACION 0 REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigiria a Liberty Mutual Surety en la siguiente direccion: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companies, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htt°://www.tdi.state.tx.us E-mail: ConsumerProtection(a.tdi.state.tx.us Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su poliza: Esta notificacion es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1.07 Client#: 6978 LOUICONII ACORDT, CERTIFICATE OF LIABILITY INSURANCE IDATE (MM/DD/YYYY) 4/02/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: MN -COMMERCIAL LINES PHONE 612 349-2400 (AIC, No, Est): COBB STRECKER DUNPHY & ZIMMERMANN IE-MAIL 150 S FIFTH ST STE 2800 ADDRESS: MINNEAPOLIS, MN 55402 INSURED SJ LOUIS CONSTRUCTION OF TEXAS LTD 520 6TH AVE SOUTH MANSFIELD, TX 76063 FAX , No): 612 349 2490 (A1C INSURER(S) AFFORDING COVERAGE INSURER A: ZURICH AMERICAN INSURANCE COMPA INSURER B : XL SPECIALTY INSURANCE CO INSURER C : INSURER D : INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT 0 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED LTADDL SPOLICY EFF INSR WVD POLICY NUMBER (MOC/YFF GL06478376 11/01/2013 TYPE OF INSURANCE A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X CONTRACTUAL LIAB PER X POLICY FORM AND XCU GEN'L AGGREGATE LIMIT APPLIES PER: I POLICY I XI JECO'f I X I LOC NAIC # REVISION NUMBER: THE INSURED NAMED ABOVE FOR THE POLICY PERIOD R OTHER DOCUMENT WITH RESPECT TO WHICH THIS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, BY PAID CLAIMS. POLICY EXP (MM/DD/YYYY) 11/01/201 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) I MED EXP (Any one person) PERSONAL & ADV INJURY I GENERAL AGGREGATE A AUTOMOBILE LIABILITY BAP6478374 11/01/2013 11/01/2014 X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS B X UMBRELLA LIAB X OCCUR EXCESS LIAB CLAIMS -MADE DED I XI RETENTION $10,000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) dyes, describe under DESCRIPTION OF OPERATIONS below Y/N N N/A US00066034L113A WC6478377 STOP GAP LIABILITY APPLIES IN STATES OF: ND,OH,WA,WY LIMITS $1,000,000 $1,000,000 ONO $ 1,000,000 $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000 $ $1,000,000 $ $10,000,000 $10,000,000 $ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) 11/01/2013 11/01/2014I EACH OCCURRENCE IAGGREGATE 11/01/2013 11/01/2014 X IT'n Y IAMITS I IFRH E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) SJL PROJECT # tbd: NORTHSIDE II 48-INCH WATER MAIN, PHASE 1 PART 1, CITY PROJECT NO. 02082 ADDITIONAL INSURED ONLY IF REQUIRED BY WRITTEN CONTRACT WITH RESPECT TO GENERAL LIABILITY AND AUTOMOBILE LIABILITY APPLIES ON A PRIMARY BASIS: CITY OF FORT WORTH, INCLUDING THEIR RESPECTIVE OFFICERS, DIRECTORS, (See Attached Descriptions) CERTIFICATE HOLDER CITY OF FORT WORTH 1000 THROCKMORTON ST FORT WORTH, TX 76102 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) 1 of 2 #S597716/M556984 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD KJS DESCRIPTIONS (Continued from Page 1) AGENTS AND EMPLOYEES (OWNER) BROWN & GRAY ENGINEERS INC, GORRONDONA AND ASSOCIATES INC, HVJ ASSOCIATES, V&A CONSULTING ENGINEERS, THE RIOS GROUP, JQ ENGINEERS (CONSULTANT) WAIVER OF SUBROGATION ONLY IF REQUIRED BY WRITTEN CONTRACT WITH RESPECT TO GENERAL LIABILITY, AUTOMOBILE LIABILITY AND WORKERS' COMPENSATION APPLIES IN ALIOFAVOR OF: CITY OF FORT WORTH SAGITTA 25.3 (2010/05) 2 of 2 #S597716/M556984 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeember21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December 21, 2012 Article 10 - 10.01 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 10.04 Extra Work 10.05 Notification to Surety 10.06 Contract Claims Process Article 11 - 11.01 11.02 11.03 11.04 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 13.03 13.04 13.05 13.06 13.07 13.08 13.09 Article 14 - 14.01 14.02 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Article 15 - 15.01 15.02 15.03 Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 39 39 39 39 40 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 Cost of the Work 41 Allowances 43 Unit Price Work 44 Plans Quantity Measurement 45 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 Delays 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 Tests and Inspections 48 Uncovering Work 49 City May Stop the Work 49 Correction or Removal of Defective Work 50 Correction Period 50 Acceptance of Defective Work 51 City May Correct Defective Work 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 54 55 55 55 56 56 Waiver of Claims 57 Suspension of Work and Termination 57 City May Suspend Work 57 City May Terminate for Cause 58 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decem1er21, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECEFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeernler21, 2012 007200-1 General Conditions Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dcecanber21, 2012 00 72 00 - 1 Genera( Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decernber21, 2012 007200-1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 007200-I General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dcrnber21, 2012 00 72 00 - 1 General Conditions Page 1 I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemlxr21, 2012 00 72 00 - 1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeember21, 2012 007200-1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 007200-1 General Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - I General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeernber21, 2012 007200-1 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - I General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decem1ei-21, 2012 007200-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 00 72 00 - 1 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Inber21, 2012 007200-1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemni and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece nber2l, 2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeember21, 2012 007200-1 General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: IIanber 21, 2012 00 72 00 - 1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnifi, and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-1 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deanber21, 2012 007200-1 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - I General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Daanber2l, 2012 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If 'professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 00 72 00 - I General Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decem1er21, 2012 00 72 00 - 1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanter21, 2012 007200-1 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Daember21, 2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decant21, 2012 007200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deoember2l, 2012 007200-1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g• Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-I General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: De,ember21, 2012 00 72 00 - I General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Iecember21, 2012 007200-1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 00 72 00 - I General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemler21, 2012 00 72 00 - 1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 007200-I General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 007200-1 General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeember21, 2012 00 72 00 - 1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemler21, 2012 00 72 00 - 1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 007200-1 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or forr any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - I General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and othermaterial produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacan1er21, 2012 00 72 00 - I General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 00 72 00 - 1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - I General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber21, 2012 1 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS 007300-I SUPPLEMENTARY CONDITIONS Page 1 of 8 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.OIA 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 February 20, 2014: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1 PE Ryan G. Aldis and Amand D. Aldis Pending 1 TE Ryan G. Aldis and Amand D. Aldis Pending 2 PE Veronica Burbano Pending 3 PE Kay Richards Blackman Pending 4 PE Mary F. Bagwell Pending 5 PE Ronald D. and Debra J. Reynolds Pending 6 PE Javier Gonzalez and Maria S Gonzalez Pending CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside 11 48-Inch Water Main, Phase I Part 1 City Project No. 02082 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 8 PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 7 PE Dennis Richard Van Vleet Pending 8 PE Juan and Elba Calvache Pending 9 PE Keller ISD Recorded 10 PE Keller ISD Recorded 11 PE New Hallelujah Pending 12 PE Ronald D. and Debra J. Reynolds Pending 13 PE Marvin L. and Sandra K. Tuggle Pending 14 PE William H. Etux Helen M. Myers Pending 15 PE Kenneth J. O'Brien and Sherrie D. O'Brien Pending 16 PE Donald W. Starkey Pending 17 PE Keller ISD Recorded 18 PE William D. Etux Ella J. Roberts Pending 19 PE Agustin Cono Recorded 20 PE Amber Biggs Pending 21 PE Sunoco Pipeline LP Pending 23 PE Billie Williams McDuff Pending 24 PE Ronnie L. Haliburton and Wife, Jan D. Recorded Haliburton 25 PE Hudson Services, Inc. Recorded 26 PE Potomac Realty, LLC. Recorded 27 PE WAC Southlake Development, LC Recorded 28 PE Robert Paul Beltram and Wife, Anna Maria Pending Beltram 29 PE Bernardo and Sidnee Silva Recorded 30 PE Brenda K. Cole and Kenneth V. Cole Recorded 31 PE Keller ISD Recorded TROE 01 Donald W. Starkey Pending TROE 02 Kenneth J. O'Brien Pending TROE 03 William H. Etux Helen M. Myers Pending TROE 04 Marvin L. and Sandra K. Tuggle Pending TROE 05 Ronald and Debra Reynolds Pending TROE 06 New Hallelujah Pending TROE 07 Keller ISD Pending CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 8 PARCEL OWNER TARGET DATE NUMBER OF POSSESSION TROE 08 Juan and Elba Calvache Pending TROE 09 Dennis Richard Van Vleet Pending TROE 10 Hudson Services, Inc. Pending TROE 11 Ronald D. and Debra J. Reynolds Pending TROE 12 Bill Brewer Etux Rhonda G. Brewer Pending TROE 13 Mary F. Bagwell Pending TROE 14 Kay Richards Blackman Pending TROE 15 Veronica Burbano Pending TROE 16 Ryan G. Aldis and Amanda D. Aldis Pending TROE 17 Trinity FW Investment Group, LLC Pending TROE18 Jack D. Tyler and Wife, Rebecca Tyler Pending TROE 19 Johnny R. Mullis Pending TROE 20 John Thompson Pending TROE 21 Donovan Cecil Cheek and Wife, Beverly Pending Nell Cheek TROE 22 Larry S. Robinson and Spouse Renee M. Pending Robinson TROE 23 Ted L. Ketner and Wife, Wanita Ketner Pending TROE 24 John Byron Ross Pending TROE 25 Chester M. Gadola and Barbara J. Gadola Pending TROE 26 Graham J. Crudgington and Esmeralda Pending Crudgington TROE 27 Steven Edward Neveu and Wife, Katie Pending McDonald Neveu TROE 28 Andrew B. Crudgington and Velma A. Pending Crudgington TROE 29 Susan Lynn Turnage Pending TROE 30 Calvin C. Steen and Laura P. Steen Pending TROE 31 Walter D. Roberts and Wife, Beverly Pending Roberts TROE 32 Maria Villanueva and Justin() Villanueva Pending TROE 33 Gordon S. Thanisch Pending TROE 34 Danny R. Butts and Karanina Butts Pending TROE 35 Charles M Doss and Wife, Elma Mae Pending Doss TROE 36 Dawn Marie Warren Pending CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April I, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 PARCEL NUMBER TROE 37 TROE 38 TROE 39 TROE 40 TROE 41 TROE 42 TROE 43 TROE 44 TROE 45 TROE 46 TROE 47 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 8 OWNER Dennis Kastner and Spouse, Sharon Kastner Jimmy W. Moody and Kimberly K. Moody Kenneth D. Vaughan and Wife, Elizabeth Ann Vaughan Suzanne E. Rush Sandra Spalding Merville Denman and Wife, Lillian O. Denman Brian Hoffman Hugh E. Peiser and Wife, Barbara K. Peiser Brenda K. Cole and Kenneth V. Cole Berardo Silva, and Sidnee Silva Ted G. Davidson, JR. and Jill Davidson TARGET DATE OF POSSESSION Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending 1 2 3 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 4 and do not bind the City. 5 6 If Contractor considers the final easements provided to differ materially from the representations on the 7 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 8 notify City in writing associated with the differing easement line locations. 9 10 SC-4.01A.2, "Availability of Lands" 11 12 Utilities or obstructions to be removed, adjusted, and/or relocated 13 14 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 15 as of February 20, 2014. 16 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 17 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 18 and do not bind the City. 19 20 SC-4.02A., "Subsurface and Physical Conditions" 21 22 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 23 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 8 1 A Geotechnical Engineering Study Report No. DG-12-15260, dated January 29, 2014, and amended 2 February 20, 2014, prepared by HVJ Associates, a sub -consultant of Brown & Gay Engineers, Inc., a 3 consultant of the City, providing additional information on the general subsurface conditions. 4 5 The following are drawings of physical conditions in or relating to existing surface and subsurface 6 structures (except Underground Facilities) which are at or contiguous to the site of the Work: "None" 7 8 SC-4.04A., "Underground Facilities" 9 10 The following are reports of explorations of underground facilities at the site of the work. 11 12 A Subsurface Utility Engineering Report No. B&G-1301.00, dated September 20, 2013, prepared by the 13 Rios Group, a sub -consultant of Brown & Gay Engineers, Inc., a consultant of the City, providing 14 additional information on Quality Level A Utility locations. 15 16 SC-4.06A., "Hazardous Environmental Conditions at Site" 17 18 The following are reports and drawings of existing hazardous environmental conditions known to the City: 19 "None" 20 21 SC-5.03A., "Certificates of Insurance" 22 23 The entities listed below are "additional insureds as their interest may appear" including their respective 24 officers, directors, agents and employees. 25 26 (1) City 27 (2) Consultant: Brown & Gay Engineers, Inc.; Gorrondona and Associates, Inc.; HVJ Associates; 28 V&A Consulting Engineers; The Rios Group; JQ Engineers 29 (3) Other: "None" 30 31 SC-5.04A., "Contractor's Insurance" 32 33 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 34 coverages for not less than the following amounts or greater where required by laws and regulations: 35 36 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 37 38 Statutory limits 39 Employer's liability 40 $100,000 each accident/occurrence 41 $100,000 Disease - each employee 42 $500,000 Disease - policy limit 43 44 SC-5.04B., "Contractor's Insurance" 45 46 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 47 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 48 minimum limits of: 49 50 $1,000,000 each occurrence 51 $2,000,000 aggregate limit 52 53 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 54 General Aggregate Limits apply separately to each job site. 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 8 1 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 2 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 3 4 SC 5.04C., "Contractor's Insurance" 5 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 6 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 7 8 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 9 defined as autos owned, hired and non -owned. 10 11 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 12 least: 13 14 $250,000 Bodily Injury per person / 15 $500,000 Bodily Injury per accident / 16 $100,000 Property Damage 17 18 SC-5.04D., "Contractor's Insurance" 19 20 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 21 material deliveries to cross railroad properties and tracks: "None" 22 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 23 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 24 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 25 Entry Agreement" with the particular railroad company or companies involved, and to this end the 26 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 27 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 28 to the Contractor's use of private and/or construction access roads crossing said railroad company's 29 properties. 30 31 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 32 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 33 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 34 occupy, or touch railroad property: 35 36 (1) General Aggregate: $Confirm Limits with Railroad 37 38 (2) Each Occurrence: $Confirm Limits with Railroad 39 40 Required for this Contract X Not required for this Contract 41 42 With respect to the above outlined insurance requirements, the following shall govern: 43 44 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 45 the name of the railroad company. However, if more than one grade separation or at -grade 46 crossing is affected by the Project at entirely separate locations on the Line or lines of the same 47 railroad company, separate coverage may be required, each in the amount stated above. 48 49 2. Where more than one railroad company is operating on the same right-of-way or where several 50 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 51 may be required to provide separate insurance policies in the name of each railroad company. 52 53 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 54 railroad company's right-of-way at a location entirely separate from the grade separation or at - CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 8 1 grade crossing, insurance coverage for this work must be included in the policy covering the grade 2 separation. 3 4 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 5 way, all such other work may be covered in a single policy for that railroad, even though the work 6 may be at two or more separate locations. 7 8 No work or activities on a railroad company's property to be performed by the Contractor shall be 9 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 10 for each railroad company named, as required above. All such insurance must be approved by the City and 11 each affected Railroad Company prior to the Contractor's beginning work. 12 13 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 14 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 15 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 16 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 17 railroad company operating over tracks involved in the Project. 18 19 SC-6.04., "Project Schedule" 20 21 Project schedule shall be tier 3for the project. 22 23 Construction activities adjacent to or on school property shall be limited to Keller ISD's 2014 summer 24 break [June 5, 2014 to August 25, 2014] (Line A STA 183+97 to STA 190+75 and STA 221+60 to STA 25 241+00); contractor shall coordinate date and times. 26 27 Schedules for the work to be completed are to be submitted into Keller ISD and the Project Engineer one 28 week prior to any work commencing. Coordinate all work within High School Drive with: 29 Billy Kidd 30 Facility Projects Coordinator 31 (817)744-1071 32 33 SC-6.07., "Wage Rates" 34 35 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 36 Appendixes: 37 38 SC-6.09., "Permits and Utilities" 39 40 SC-6.09A., "Contractor obtained permits and licenses" 41 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 42 1. Storm Water Pollution Prevention Plan with the TCEQ 43 2. Street Use Permit with the City of Fort Worth 44 45 SC-6.09B. "City obtained permits and licenses" 46 The following are known permits and/or licenses required by the Contract to be acquired by the City: 47 None 48 49 SC-6.09C. "Outstanding permits and licenses" 50 51 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of February 52 20, 2014 53 54 Outstanding Permits and/or Licenses to Be Acquired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 OWNER None 007300-8 SUPPLEMENTARY CONDITIONS Page 8 of 8 PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION 1 2 SC-7.02., "Coordination" 3 4 The individuals or entities listed below have contracts with the City for the performance of other work at 5 the Site: 6 Vendor Part 2 Contractor Alta Vista Interconnect Scope of Work 48-Inch Water Main 48-Inch Water Main Connection Coordination Authority City of Fort Worth City of Fort Worth 7 8 9 SC-8.01, "Communications to Contractor" 10 11 None 12 13 SC-9.01., "City's Project Representative" 14 15 The following firm is a consultant to the City responsible for construction management of this Project: 16 None 17 18 SC-13.03C., "Tests and Inspections" 19 20 None 21 22 SC-16.01C.1, "Methods and Procedures" 23 24 None 25 26 27 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April I, 2013 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 011100-1 SUMMARY OF WORK 1 2 3 PART 1 - GENERAL SECTION 01 1100 SUMMARY OF WORK Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 1.4 C Use of Premises subparagraphs 4 through 8 were added for the portion 9 of the project near and on Keller ISD property. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 - General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Work Covered by Contract Documents 20 1. Work is to include furnishing all labor, materials, and equipment, and performing 21 all Work necessary for this construction project as detailed in the Drawings and 22 Specifications. 23 B. Subsidiary Work 24 1. Any and all Work specifically governed by documentary requirements for the 25 project, such as conditions imposed by the Drawings or Contract Documents in 26 which no specific item for bid has been provided for in the Proposal and the item is 27 not a typical unit bid item included on the standard bid item list, then the item shall 28 be considered as a subsidiary item of Work, the cost of which shall be included in 29 the price bid in the Proposal for various bid items. 30 C. Use of Premises 31 1. Coordinate uses of premises under direction of the City. 32 2. Assume full responsibility for protection and safekeeping of materials and 33 equipment stored on the Site. 34 3. Use and occupy only portions of the public streets and alleys, or other public places 35 or other rights -of -way as provided for in the ordinances of the City, as shown in the 36 Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 11 00 -2 SUMMARY OF WORK Page 2 of 3 1 a. A reasonable amount of tools, materials, and equipment for construction 2 purposes may be stored in such space, but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be left free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 8 manner as not to interfere with the operation of the railroad. 9 1) All Work shall be in accordance with railroad requirements set forth in 10 Division 0 as well as the railroad permit. 11 4. Coordinate with Keller ISD for construction adjacent to or on school property 12 5. Construction activities adjacent to or on school property shall be limited to 13 Keller ISD's 2014 summer break [June 5, 2014 to August 25, 2014] (Line A 14 STA 183+97 to STA 190+75 and STA 221+60 to STA 241+00); contractor shall 15 coordinate date and times. 16 6. Schedules for the work to be completed shall be submitted to Keller ISD and 17 the Project Engineer one week prior to any work commencing. Coordinate all 18 work within High School Drive with: 19 Billy Kidd 20 Facility Projects Coordinator 21 (817) 744-1071 22 7. Prior to any work commencing, Keller ISD Construction Department shall 23 agree with all storage locations of equipment and materials for the project. 24 8. All campuses within the district subject all visitors to a sexual offender 25 background check prior to admission to the campus. Alt employees of the 26 vendor awarded this contract who visit a campus to perform work must 27 present a valid driver's license or ID card and submit to this background 28 check. Contractor shall complete and submit the CONTRACTOR 29 ATTESTATION FORM in Appendix K prior to entering school property. 30 31 D. Work within Easements 32 1. Do not enter upon private property for any purpose without having previously 33 obtained permission from the owner of such property. 34 2. Do not store equipment or material on private property unless and until the 35 specified approval of the property owner has been secured in writing by the 36 Contractor and a copy furnished to the City. 37 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 38 obstructions which must be removed to make possible proper prosecution of the 39 Work as a part of the project construction operations. 40 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 41 lawns, fences, culverts, curbing, and all other types of structures or improvements, 42 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 43 appurtenances thereof, including the construction of temporary fences and to all 44 other public or private property adjacent to the Work. 45 5. Notify the proper representatives of the owners or occupants of the public or private 46 lands of interest in lands which might be affected by the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 11 00 -3 SUMMARY OF WORK Page 3 of 3 1 a. Such notice shall be made at least 48 hours in advance of the beginning of the 2 Work. 3 b. Notices shall be applicable to both public and private utility companies and any 4 corporation, company, individual, or other, either as owners or occupants, 5 whose land or interest in land might be affected by the Work. 6 c. Be responsible for all damage or injury to property of any character resulting 7 from any act, omission, neglect, or misconduct in the manner or method or 8 execution of the Work, or at any time due to defective work, material, or 9 equipment. 10 6. Fence 11 a. Restore all fences encountered and removed during construction of the Project 12 to the original or a better than original condition. 13 b. Erect temporary fencing in place of the fencing removed whenever the Work is 14 not in progress and when the site is vacated overnight, and/or at all times to 15 provide site security. 16 c. The cost for all fence work within easements, including removal, temporary 17 closures and replacement, shall be subsidiary to the various items bid in the 18 project proposal, unless a bid item is specifically provided in the proposal. 19 1.5 SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0125 00 SUBSTITUTION PROCEDURES 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. 'Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 City Project No. 02082 1 2 3 PART 1- GENERAL SECTION 0131 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 City Project No. 02082 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 City Project No. 02082 01 31 19 -3 PRECONSTRUCTION MEETING 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Page 3 of 3 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL SECTION 01 3120 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 31 20 -2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 31 20 -3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1- GENERAL 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 City Project No. 02082 01 32 16 -2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 a. No additional cost for such work will be considered. 2 D. The Contract completion time will be adjusted only for causes specified in this 3 Contract. 4 a. Requests for an extension of any Contract completion date must be 5 supplemented with the following: 6 1) Furnish justification and supporting evidence as the City may deem 7 necessary to determine whether the requested extension of time is entitled 8 under the provisions of this Contract. 9 a) The City will, after receipt of such justification and supporting 10 evidence, make findings of fact and will advise the Contractor, in 11 writing thereof. 12 2) If the City finds that the requested extension of time is entitled, the City's 13 determination as to the total number of days allowed for the extensions 14 shall be based upon the approved total baseline schedule and on all data 15 relevant to the extension. 16 a) Such data shall be included in the next updating of the Progress 17 schedule. 18 b) Actual delays in activities which, according to the Baseline schedule, 19 do not affect any Contract completion date shown by the critical path in 20 the network will not be the basis for a change therein. 21 2. Submit each request for change. in Contract completion date to the City within 30 22 days after the beginning of the delay for which a time extension is requested but 23 before the date of final payment under this Contract. 24 a. No time extension will be granted for requests which are not submitted within 25 the foregoing time limit. 26 b. From time to time, it may be necessary for the Contract schedule or completion 27 time to be adjusted by the City to reflect the effects of job conditions, weather, 28 technical difficulties, strikes, unavoidable delays on the part of the City or its 29 representatives, and other unforeseeable conditions which may indicate 30 schedule adjustments or completion time extensions. 31 1) Under such conditions, the City will direct the Contractor to reschedule the 32 work or Contract completion time to reflect the changed conditions and the 33 Contractor shall revise his schedule accordingly. 34 a) No additional compensation will be made to the Contractor for such 35 schedule changes except for unavoidable overall contract time 36 extensions beyond the actual completion of unaffected work, in which 37 case the Contractor shall take all possible action to minimize any time 38 extension and any additional cost to the City. 39 b) Available float time in the Baseline schedule may be used by the City 40 as well as by the Contractor. 41 3. Float or slack time is defined as the amount of time between the earliest start date 42 and the latest start date or between the earliest finish date and the latest finish date 43 of a chain of activities on the Baseline Schedule. 44 a. Float or slack time is not for the exclusive use or benefit of either the 45 Contractor or the City. 46 b. Proceed with work according to early start dates, and the City shall have the 47 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 City Project No. 02082 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Northside II 48-Inch Water Main, Phase I Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 City Project No. 02082 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 32 33 - 2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/ inches x 11 inches to 8 %2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 33 00 -3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 33 00 - 5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 101110E CQ ISTIOCION 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1- GENERAL 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 01 45 23 TESTING AND INSPECTION SERVICES 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 2 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 015813-1 TEMPORARY PROJECT SIGNAGE 1 2 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE Page 1 of 3 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 31 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 01 60 00 PRODUCT REQUIREMENTS A. Section Includes: 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0170 00 MOBILIZATION AND REMOBILIZATION Page 1 of4 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase [Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 7123 CONSTRUCTION STAKING AND SURVEY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 71 23 -3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 017423-1 CLEANING Page 1 of 4 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [cm] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 017823-I OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project no. 02082 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project no. 02082 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project no. 02082 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part I City Project no. 02082 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 32 01 17 - 1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 6 SECTION 32 01 17 PERMANENT ASPHALT PAVING REPAIR 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. MODIFIED 1.1.0 — ADDED 7. Section 32 1123 — Flexible Base Courses 14 2. MODIFIED 1.2.A — ADDED 5. Asphalt Pavement Repair with Geogrid 15 3. MODIFIED 2.2.B — ADDED 3. Flexible Base 16 4. MODIFIED 2.2.B — ADDED 4. Geogrid for Base Reinforcement 17 5. MODIFIED 2.2.0 — ADDED 2. H.M.A.C. paving: Type B 18 6. MODIFIED 3.4.0 — ADDED 2. Geogrid Placement 19 7. MODIFIED 3.4.D — 6. Type B base mix 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 22 Contract 23 2. Division 1 — General Requirements 24 3. Section 03 34 16 — Concrete Base Material for Trench Repair 25 4. Section 32 12 16 — Asphalt Paving 26 5. Section 32 13 13 — Concrete Paving 27 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 28 7. Section 32 11 23 — Flexible Base Courses 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Asphalt Pavement Repair 32 a. Measurement 33 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 34 Repair based on the defined width and roadway classification specified in 35 the Drawings. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the unit 39 price bid price per linear foot of Asphalt Pavement Repair. 40 c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 32 01 17 - 2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 6 1 1) Preparing final surfaces 2 2) Furnishing, loading, unloading, storing, hauling and handling all materials 3 including freight and royalty 4 3) Traffic control for all testing 5 4) Asphalt, aggregate, and additive 6 5) Materials and work needed for corrective action 7 6) Trial batches 8 7) Tack coat 9 8) Removal and/or sweeping excess material 10 2. Asphalt Pavement Repair for Utility Service Trench 11 a. Measurement 12 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 13 Repair centered on the proposed sewer service line measured from the face 14 of curb to the limit of the Asphalt Pavement Repair for the main sewer line. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price bid price per linear foot of "Asphalt Pavement Repair, Service" 19 installed for: 20 a) Various types of utilities 21 c. The price bid shall include: 22 1) Preparing final surfaces 23 2) Furnishing, loading, unloading, storing, hauling and handling all materials 24 including freight and royalty 25 3) Traffic control for all testing 26 4) Asphalt, aggregate, and additive 27 5) Materials and work needed for corrective action 28 6) Trial batches 29 7) Tack coat 30 8) Removal and/or sweeping excess material 31 3. Asphalt Pavement Repair Beyond Defined Width 32 a. Measurement 33 1) Measurement for this Item will be by the square yard for asphalt pavement 34 repair beyond pay limits of the defined width of Asphalt Pavement Repair 35 by roadway classification specified in the Drawings. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the unit 39 price bid per square yard of Asphalt Pavement Repair Beyond Defined 40 Width. 41 c. The price bid shall include: 42 1) Preparing final surfaces 43 2) Furnishing, loading, unloading, storing, hauling and handling all materials 44 including freight and royalty 45 3) Traffic control for all testing 46 4) Asphalt, aggregate, and additive 47 5) Materials and work needed for corrective action 48 6) Trial batches 49 7) Tack coat 50 8) Removal and/or sweeping excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 32 01 17 -3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 6 1 4. Extra Width Asphalt Pavement Repair 2 a. Measurement 3 1) Measurement for this Item will be by the square yard for surface repair 4 (does not include base repair) for: 5 a) Various thicknesses 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under "Measurement" will be paid for at the unit 9 price bid per square yard of Extra Width Asphalt Pavement Repair 10 c. The price bid shall include: 11 1) Preparing final surfaces 12 2) Furnishing, loading, unloading, storing, hauling and handling all materials 13 including freight and royalty 14 3) Traffic control for all testing 15 4) Asphalt, aggregate, and additive 16 5) Materials and work needed for corrective action 17 6) Trial batches 18 7) Tack coat 19 8) Removal and/or sweeping excess material 20 5. Asphalt Pavement Repair with Geogrid 21 a. Measurement 22 1) Measurement for this Item will be by the square yard of Asphalt 23 Pavement Repair with Geogrid based on the quantity and location 24 based on station ranges and specific details specified in the Drawings . 25 b. Payment 26 1) The work performed and materials furnished in accordance with this 27 Item and measured as provided under "Measurement" will be paid for 28 at the unit price bid price per square yard of Asphalt Pavement Repair 29 with Geogrid based on line and station ranges. 30 c. The price bid shall include: 31 1) Preparing final surfaces 32 2) Furnishing, loading, unloading, storing, hauling and handling all 33 materials including freight and royalty 34 3) Traffic control for all testing 35 4) Asphalt, aggregate, and additive 36 5) Flexible base 37 6) Geogrid furnished and installed. 38 7) Materials and work needed for corrective action 39 8) Trial batches 40 9) Tack coat 41 10) Removal and/or sweeping excess material 42 1.3 REFERENCES 43 A. Definitions 44 1. H.M.A.C. — Hot Mix Asphalt Concrete 45 1.4 ADMINISTRATIVE REQUIREMENTS 46 A. Permitting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part l City Project No. 02082 32 01 17 -4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 6 1 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 2 and Public Works Department in conformance with current ordinances. 3 2. The Transportation and Public Works Department will inspect the paving repair 4 after construction. 5 1.5 SUBMITTALS [NOT USED] 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.12 FIELD CONDITIONS 13 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 14 rising unless otherwise approved. 15 1.13 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER -FURNISHED [NOT USED] 18 2.2 MATERIALS 19 A. Backfill 20 1. See Section 33 05 10. 21 B. Base Material 22 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 23 2. Concrete Base: See Section 32 13 13. 24 3. Flexible Base: See Section 32 11 23 25 4. Geogrid for Base Reinforcement: See TXDOT DMS-6240 26 C. Asphalt Paving: see Section 32 12 16. 27 1. H.M.A.C. paving: Type D. 28 2. H.M.A.C. paving: Type B. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 32 01 17 -5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Surface Preparation 8 1. Mark pavement cut for repairs for approval by the City. 9 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 10 3.4 INSTALLATION 11 A. General 12 1. Equipment 13 a. Use machine intended for cutting pavement. 14 b. Milling machines may be used as long as straight edge is maintained. 15 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 16 3. Utility Cuts 17 a. In a true and straight line on both sides of the trench 18 b. Minimum of 12 inches outside the trench walls 19 c. If the existing flexible pavement is 2 feet or less between the lip of the existing 20 gutter and the edge of the trench repair, remove the existing paving to such 21 gutter. 22 4. Limit dust and residues from sawing from entering the atmosphere or drainage 23 facilities. 24 B. Removal 25 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 26 area. 27 C. Base 28 1. Install replacement base material as specified in Drawings. 29 2. Geogrid Placement 30 a. Orient the geogrid length as unrolled parallel to the direction of roadway. 31 b. Overlap geogrid sections as shown on the plans or as directed. 32 c. Use plastic ties as overlap joints or as directed. 33 d. Placement of geogrid around corners may require cutting and diagonal 34 lapping. 35 e. Pin geogrid at the beginning of the backfill section as directed. 36 f. Keep geogrid taut at the beginning of the backfilling section, but not 37 restrained from stretching or flattening. 38 g. Joints 39 1) Longitudinal Joints. Overlap longitudinal joints by a minimum of 1 40 foot. Space longitudinal ties 10 feet to 20 feet or as directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 32 01 17 -6 PERMANENT ASPHALT PAVING REPAIR Page 6 of 6 1 2) Transverse Joints. Overlap transverse joints by a minimum of 1 foot. 2 Space transverse ties 4 feet to 5 feet or as directed. 3 D. Asphalt Paving 4 1. H.M.A.0 placement: in accordance with Section 32 12 16 5 2. Type D surface mix 6 3. Depth: as specified in Drawings 7 4. Place surface mix in lifts not to exceed 3 inches. 8 5. Last or top lift shall not be less than 2 inches thick. 9 6. Type B base mix 10 3.5 REPAIR/RESTORATION [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added blue text for clarification 12/20/2012 D. Johnson of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 330510-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 19 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. MODIFIED 3.4.E.3.a.1) — Required Compaction and Density for Final Backfill 26 (depths less than 15 feet) 27 C. Related Specification Sections include, but are not necessarily limited to: 28 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 29 Contract 30 2. Division 1 — General Requirements 31 3. Section 02 41 13 — Selective Site Demolition 32 4. Section 02 41 15 — Paving Removal 33 5. Section 02 41 14 — Utility Removal/Abandonment 34 6. Section 03 30 00 — Cast -in -place Concrete 35 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 36 8. Section 31 10 00 — Site Clearing 37 9. Section 31 25 00 — Erosion and Sediment Control 38 10. Section 33 05 26 — Utility Markers/Locators 39 11. Section 34 71 13 — Traffic Control 40 1.2 PRICE AND PAYMENT PROCEDURES 41 A. Measurement and Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase I, Part 1 City Project No. 02082 33 05 10 - 2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 19 1 1. Trench Excavation, Embedment and Backfill associated with the installation of an 2 underground utility or excavation 3 a. Measurement 4 1) This Item is considered subsidiary to the installation of the utility pipe line 5 as designated in the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item are considered subsidiary to the installation of the utility pipe for the 9 type of embedment and backfill as indicated on the plans. No other 10 compensation will be allowed. 11 2. Imported Embedment or Backfill 12 a. Measurement 13 1) Measured by the cubic yard as delivered to the site and recorded by truck 14 ticket provided to the City 15 b. Payment 16 1) Imported fill shall only be paid when using materials for embedment and 17 backfill other than those identified in the Drawings. The work performed 18 and materials furnished in accordance with pre -bid item and measured as 19 provided under "Measurement" will be paid for at the unit price bid per 20 cubic yard of "Imported Embedment/Backfill" delivered to the Site for: 21 a) Various embedment/backfill materials 22 c. The price bid shall include: 23 1) Furnishing backfill or embedment as specified by this Specification 24 2) Hauling to the site 25 3) Placement and compaction of backfill or embedment 26 3. Concrete Encasement for Utility Lines 27 a. Measurement 28 1) Measured by the cubic yard per plan quantity. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid per cubic yard of "Concrete Encasement for Utility Lines" per 33 plan quantity. 34 c. The price bid shall include: 35 1) Furnishing, hauling, placing and finishing concrete in accordance with 36 Section 03 30 00 37 2) Clean-up 38 4. Ground Water Control 39 a. Measurement 40 1) Measurement shall be lump sum when a ground water control plan is 41 specifically required by the Contract Documents. 42 b. Payment 43 1) Payment shall be per the lump sum price bid for "Ground Water Control" 44 including: 45 a) Submittals 46 b) Additional Testing 47 c) Ground water control system installation 48 d) Ground water control system operations and maintenance 49 e) Disposal of water CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase I, Part I City Project No. 02082 33 05 10-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 19 1 f) Removal of ground water control system 2 5. Trench Safety 3 a. Measurement 4 1) Measured per linear foot of excavation for all trenches that require trench 5 safety in accordance with OSHA excavation safety standards (29 CFR Part 6 1926 Subpart P Safety and Health regulations for Construction) 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per linear foot of excavation to comply with OSHA excavation 11 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 12 limited to, all submittals, labor and equipment. 13 1.3 REFERENCES 14 A. Definitions 15 1. General — Definitions used in this section are in accordance with Terminologies 16 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 17 noted. 18 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 19 haunching bedding, springline, pipe zone and foundation are defined as shown in 20 the following schematic: 21 VED AREAS iJ: J J Li Y v n m V J n %f/ /i INITIAL . />\f' BACKFILL/VA \ / /\\ SPRINGLINE EMBEDMENT UNPAVED AREAS % Vi�/// N/\ HAUNCHING j':' BEDDING \ 1 FOUNDATION\ OD CLEARANCE EXCAVATED TRENCH WIDTH CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 FINAL BACKFILL W z 0 NJ w 0_ 0_ Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 33 05 10 - 4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 19 1 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic 2 material 3 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding 4 or the trench foundation 5 5. Final Backfill Depth 6 a. Unpaved Areas — The depth of the final backfill measured from the top of the 7 initial backfill to the surface 8 b. Paved Areas — The depth of the final backfill measured from the top of the 9 initial backfill to bottom of permanent or temporary pavement repair 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. ASTM Standards: 15 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 16 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 17 Magnesium Sulfate 18 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 19 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 20 Bridge Construction. 21 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 22 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 23 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 24 Cement Mixture 25 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 26 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 27 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 28 Place by Sand Cone Method. 29 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 30 (Unified Soil Classification System) 31 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 32 and Other Gravity -Flow Applications 33 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 34 Aggregate in Place by Nuclear Methods (Shallow Depth) 35 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 36 place by Nuclear Methods (Shallow Depth) 37 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 38 Weight of Soils and Calculations of Relative Density 39 3. OSHA 40 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 41 Regulations for Construction, Subpart P - Excavations 42 1.4 ADMINISTRATIVE REQUIREMENTS 43 A. Coordination 44 1. Utility Company Notification 45 a. Notify area utility companies at least 48 hours in advance, excluding weekends 46 and holidays, before starting excavation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5of19 1 b. Request the location of buried lines and cables in the vicinity of the proposed 2 work. 3 B. Sequencing 4 1. Sequence work for each section of the pipe installed to complete the embedment 5 and backfill placement on the day the pipe foundation is complete. 6 2. Sequence work such that proctors are complete in accordance with ASTM D698 7 prior to commencement of construction activities. 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the City prior to construction. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Provide detailed drawings and explanation for ground water and surface water 14 control, if required. 15 2. Trench Safety Plan in accordance with Occupational Safety and Health 16 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 17 Excavations 18 3. Stockpiled excavation and/or backfill material 19 a. Provide a description of the storage of the excavated material only if the 20 Contract Documents do not allow storage of materials in the right-of-way of the 21 easement. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Storage 27 1. Within Existing Rights -of -Way (ROW) 28 a. Spoil, imported embedment and backfill materials may be stored within 29 existing ROW, easements or temporary construction easements, unless 30 specifically disallowed in the Contract Documents. 31 b. Do not block drainage ways, inlets or driveways. 32 c. Provide erosion control in accordance with Section 31 25 00. 33 d. Store materials only in areas barricaded as provided in the traffic control plans. 34 e. In non -paved areas, do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. If the Contract Documents do not allow the storage of spoils, embedment or 38 backfill materials within the ROW, easement or temporary construction 39 easement, then secure and maintain an adequate storage location. 40 b. Provide an affidavit that rights have been secured to store the materials on 41 private property. 42 c. Provide erosion control in accordance with Section 31 25 00. 43 d. Do not block drainage ways. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 19 1 e. Only materials used for 1 working day will be allowed to be stored in the work 2 zone. 3 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 4 1.11 FIELD [SITE] CONDITIONS 5 A. Existing Conditions 6 1. Any data which has been or may be provided on subsurface conditions is not 7 intended as a representation or warranty of accuracy or continuity between soils. It 8 is expressly understood that neither the City nor the Engineer will be responsible 9 for interpretations or conclusions drawn there from by the Contractor. 10 2. Data is made available for the convenience of the Contractor. 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [on] OWNER -SUPPLIED PRODUCTS 14 2.2 MATERIALS 15 A. Materials 16 1. Utility Sand 17 a. Granular and free flowing 18 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 19 20 c. 21 d. fine aggregate according to ASTM C 33 Reasonably free of organic material Gradation: Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 #100 95 22 2. Crushed Rock 23 a. Durable crushed rock or recycled concrete 24 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 25 c. May be unwashed 26 d. Free from significant silt clay or unsuitable materials 27 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 28 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 29 sodium sulfate soundness per ASTM C88 30 3. Fine Crushed Rock 31 a. Durable crushed rock 32 b. Meets the gradation of ASTM D448 size numbers 8 or 89 33 c. May be unwashed 34 d. Free from significant silt clay or unsuitable materials. 35 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 36 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 37 sodium sulfate soundness per ASTM C88 38 4. Ballast Stone CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 19 1 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 2 b. May be unwashed 3 c. Free from significant silt clay or unsuitable materials 4 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 5 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 6 sodium sulfate soundness per ASTM C88 7 5. Acceptable Backfill Material 8 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 9 ASTM D2487 10 b. Free from deleterious materials, boulders over 6 inches in size and organics 11 c. Can be placed free from voids 12 d. Must have 20 percent passing the number 200 sieve 13 6. Blended Backfill Material 14 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 15 b. Blended with in -situ or imported acceptable backfill material to meet the 16 requirements of an Acceptable Backfill Material 17 c. Free from deleterious materials, boulders over 6 inches in size and organics 18 d. Must have 20 percent passing the number 200 sieve 19 7. Unacceptable Backfill Material 20 a. In -situ soils classified as MI, MH, PT, OL or OH in accordance with ASTM 21 D2487 22 8. Select Fill 23 a. Classified as SC or CL in accordance with ASTM D2487 24 b. Liquid limit less than 35 25 c. Plasticity index between 8 and 20 26 9. Cement Stabilized Sand (CSS) 27 a. Sand 28 1) Shall be clean, durable sand meeting grading requirements for fine 29 aggregates of ASTM C33 and the following requirements: 30 a) Classified as SW, SP, or SM by the United Soil Classification System 31 of ASTM D2487 32 b) Deleterious materials 33 (1) Clay lumps, ASTM C142, less than 0.5 percent 34 (2) Lightweight pieces, ASTM C123, less than 5.0 percent 35 (3) Organic impurities, ASTM C40, color no darker than standard 36 color 37 (4) Plasticity index of 4 or less when tested in accordance with ASTM 38 D4318. 39 b. Minimum of 4 percent cement content of Type I/II portland cement 40 c. Water 41 1) Potable water, free of soils, acids, alkalis, organic matter or other 42 deleterious substances, meeting requirements of ASTM C94 43 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. 44 e. Strength 45 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 46 D1633, Method A 47 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 48 D1633, Method A CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 19 1 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 2 that exceeds the maximum compressive strength shall be removed by the 3 Contractor for no additional compensation. 4 f. Random samples of delivered product will be taken in the field at point of 5 delivery for each day of placement in the work area. Specimens will be 6 prepared in accordance with ASTM D1632. 7 10. Controlled Low Strength Material (CLSM) 8 a. Conform to Section 03 34 13 9 11. Trench Geotextile Fabric 10 a. Soils other than ML or OH in accordance with ASTM D2487 11 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 12 2) Fibers shall retain their relative position 13 3) Inert to biological degradation 14 4) Resist naturally occurring chemicals 15 5) UV Resistant 16 6) Mirafi 140N by Tencate, or approved equal 17 b. Soils Classified as ML or OH in accordance with ASTM D2487 18 1) High -tenacity monofilament polypropylene woven yarn 19 2) Percent open area of 8 percent to10 percent 20 3) Fibers shall retain their relative position 21 4) Inert to biological degradation 22 5) Resist naturally occurring chemicals 23 6) UV Resistant 24 7) Mirafi FW402 by Tencate, or approved equal 25 12. Concrete Encasement 26 a. Conform to Section 03 30 00. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION 32 A. Verification of Conditions 33 1. Review all known, identified or marked utilities, whether public or private, prior to 34 excavation. 35 2. Locate and protect all known, identified and marked utilities or underground 36 facilities as excavation progresses. 37 3. Notify all utility owners within the project limits 48 hours prior to beginning 38 excavation. 39 4. The information and data shown in the Drawings with respect to utilities is 40 approximate and based on record information or on physical appurtenances 41 observed within the project limits. 42 5. Coordinate with the Owner(s) of underground facilities. 43 6. Immediately notify any utility owner of damages to underground facilities resulting 44 from construction activities. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 33 05 10 - 9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 19 1 7. Repair any damages resulting from the construction activities. 2 B. Notify the City immediately of any changed condition that impacts excavation and 3 installation of the proposed utility. 4 3.3 PREPARATION 5 A. Protection of In -Place Conditions 6 1. Pavement 7 a. Conduct activities in such a way that does not damage existing pavement that is 8 designated to remain. 9 1) Where desired to move equipment not licensed for operation on public 10 roads or across pavement, provide means to protect the pavement from all 11 damage. 12 b. Repair or replace any pavement damaged due to the negligence of the 13 contractor outside the limits designated for pavement removal at no additional 14 cost to the City. 15 2. Drainage 16 a. Maintain positive drainage during construction and re-establish drainage for all 17 swales and culverts affected by construction. 18 3. Trees 19 a. When operating outside of existing ROW, stake permanent and temporary 20 construction easements. 21 b. Restrict all construction activities to the designated easements and ROW. 22 c. Flag and protect all trees designated to remain in accordance with Section 31 10 23 00. 24 d. Conduct excavation, embedment and backfill in a manner such that there is no 25 damage to the tree canopy. 26 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 27 specifically allowed by the City. 28 1) Pruning or trimming may only be accomplished with equipments 29 specifically designed for tree pruning or trimming. 30 f. Remove trees specifically designated to be removed in the Drawings in 31 accordance with Section 31 10 00. 32 4. Above ground Structures 33 a. Protect all above ground structures adjacent to the construction. 34 b. Remove above ground structures designated for removal in the Drawings in 35 accordance with Section 02 41 13 36 5. Traffic 37 a. Maintain existing traffic, except as modified by the traffic control plan, and in 38 accordance with Section 34 71 13. 39 b. Do not block access to driveways or alleys for extended periods of time unless: 40 1) Alternative access has been provided 41 2) Proper notification has been provided to the property owner or resident 42 3) It is specifically allowed in the traffic control plan 43 c. Use traffic rated plates to maintain access until access is restored. 44 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops 45 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 46 excavation that could impact the operations of an existing traffic signal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 19 1 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 2 and detector loops. 3 c. Immediately notify the City's Traffic Services Division if any damage occurs to 4 any component of the traffic signal due to the contractors activities. 5 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 6 cabinets, conduit and detector loops as a result of the construction activities. 7 7. Fences 8 a. Protect all fences designated to remain. 9 b. Leave fence in the equal or better condition as prior to construction. 10 3.4 INSTALLATION 11 A. Excavation 12 1. Excavate to a depth indicated on the Drawings. 13 2. Trench excavations are defined as unclassified. No additional payment shall be 14 granted for rock or other in -situ materials encountered in the trench. 15 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 16 and bracing in accordance with the Excavation Safety Plan. 17 4. The bottom of the excavation shall be firm and free from standing water. 18 a. Notify the City immediately if the water and/or the in -situ soils do not provide 19 for a firm trench bottom. 20 b. The City will determine if any changes are required in the pipe foundation or 21 bedding. 22 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 23 excavation shall not advance beyond the pipe placement so that the trench may be 24 backfilled in the same day. 25 6. Over Excavation 26 a. Fill over excavated areas with the specified bedding material as specified for 27 the specific pipe to be installed. 28 b. No additional payment will be made for over excavation or additional bedding 29 material. 30 7. Unacceptable Backfill Materials 31 a. In -situ soils classified as unacceptable backfill material shall be separated from 32 acceptable backfill materials. 33 b. If the unacceptable backfill material is to be blended in accordance with this 34 Specification, then store material in a suitable location until the material is 35 blended. 36 c. Remove all unacceptable material from the project site that is not intended to be 37 blended or modified. 38 8. Rock — No additional compensation will be paid for rock excavation or other 39 changed field conditions. 40 B. Shoring, Sheeting and Bracing 41 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 42 specific excavation safety system in accordance with Federal and State 43 requirements. 44 2. Excavation protection systems shall be designed according to the space limitations 45 as indicated in the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside II48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKF[LL Page 11 of 19 1 3. Furnish, put in place and maintain a trench safety system in accordance with the 2 Excavation Safety Plan and required by Federal, State or local safety requirements. 3 4. If soil or water conditions are encountered that are not addressed by the current 4 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 5 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 6 City. 7 5. Do not allow soil, or water containing soil, to migrate through the Excavation 8 Safety System in sufficient quantities to adversely affect the suitability of the 9 Excavation Protection System. Movable bracing, shoring plates or trench boxes 10 used to support the sides of the trench excavation shall not: 11 a. Disturb the embedment located in the pipe zone or lower 12 b. Alter the pipe's line and grade after the Excavation Protection System is 13 removed 14 c. Compromise the compaction of the embedment located below the spring line of 15 the pipe and in the haunching 16 C. Water Control 17 1. Surface Water 18 a. Furnish all materials and equipment and perform all incidental work required to 19 direct surface water away from the excavation. 20 2. Ground Water 21 a. Furnish all materials and equipment to dewater ground water by a method 22 which preserves the undisturbed state of the subgrade soils. 23 b. Do not allow the pipe to be submerged within 24 hours after placement. 24 c. Do not allow water to flow over concrete until it has sufficiently cured. 25 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 26 Control Plan if any of the following conditions are encountered: 27 1) A Ground Water Control Plan is specifically required by the Contract 28 Documents 29 2) If in the sole judgment of the City, ground water is so severe that an 30 Engineered Ground Water Control Plan is required to protect the trench or 31 the installation of the pipe which may include: 32 a) Ground water levels in the trench are unable to be maintained below 33 the top of the bedding 34 b) A firm trench bottom cannot be maintained due to ground water 35 c) Ground water entering the excavation undermines the stability of the 36 excavation. 37 d) Ground water entering the excavation is transporting unacceptable 38 quantities of soils through the Excavation Safety System. 39 e. In the event that there is no bid item for a Ground Water Control and the City 40 requires an Engineered Ground Water Control Plan due to conditions 41 discovered at the site, the contractor will be eligible to submit a change order. 42 f. Control of ground water shall be considered subsidiary to the excavation when: 43 1) No Ground Water Control Plan is specifically identified and required in the 44 Contract Documents 45 g. Ground Water Control Plan installation, operation and maintenance 46 1) Furnish all materials and equipment necessary to implement, operate and 47 maintain the Ground Water Control Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside II48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 33 05 10 - 12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 19 1 2) Once the excavation is complete, remove all ground water control 2 equipment not called to be incorporated into the work. 3 h. Water Disposal 4 1) Dispose of ground water in accordance with City policy or Ordinance. 5 2) Do not discharge ground water onto or across private property without 6 written permission. 7 3) Permission from the City is required prior to disposal into the Sanitary 8 Sewer. 9 4) Disposal shall not violate any Federal, State or local regulations. 10 D. Embedment and Pipe Placement 11 1. Water Lines less than, or equal to, 12 inches in diameter: 12 a. The entire embedment zone shall be of uniform material. 13 b. Utility sand shall be generally used for embedment. 14 c. If ground water is in sufficient quantity to cause sand to pump, then use 15 crushed rock as embedment. 16 1) If crushed rock is not specifically identified in the Contract Documents, 17 then crushed rock shall be paid by the pre -bid unit price. 18 d. Place evenly spread bedding material on a firm trench bottom. 19 e. Provide firm, uniform bedding. 20 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 21 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 22 proposed grade, unless specifically called for in the Drawings. 23 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 24 more than 12 inches, above the pipe. 25 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 26 the elevation of the valve nut. 27 j. Form all blocking against undisturbed trench wall to the dimensions in the 28 Drawings. 29 k. Compact embedment and initial backfill. 30 1. Place marker tape on top of the initial trench backfill in accordance with 31 Section 33 05 26. 32 2. Water Lines 16-inches through 24-inches in diameter: 33 a. The entire embedment zone shall be of uniform material. 34 b. Utility sand may be used for embedment when the excavated trench depth is 35 less than 15 feet deep. 36 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 37 trench depths 15 feet, or greater. 38 d. Crushed rock shall be used for embedment for steel pipe. 39 e. Provide trench geotextile fabric at any location where crushed rock or fine 40 crushed rock come into contact with utility sand 41 f. Place evenly spread bedding material on a firm trench bottom. 42 g. Provide firm, uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required not specifically identified in the 46 Contract Documents, then crushed rock shall be paid by the pre -bid unit 47 price. 48 h. Place pipe on the bedding according to the alignment shown on the Drawings. 49 i. The pipe line shall be within: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside II48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 19 1 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 2 lines 3 j. Place and compact embedment material to adequately support haunches in 4 accordance with the pipe manufacturer's recommendations. 5 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 6 but not more than 12 inches, above the pipe. 7 1. Where gate valves are present, the initial backfill shall extend to up to the valve 8 nut. 9 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 10 ASTM D 698. 11 n. Density test may be performed by City to verify that the compaction of 12 embedment meets requirements. 13 o. Place trench geotextile fabric on top of the initial backfill. 14 p. Place marker tape on top of the trench geotextile fabric in accordance with 15 Section 33 05 26. 16 3. Water Lines 30-inches and greater in diameter 17 a. The entire embedment zone shall be of uniform material. 18 b. Crushed rock shall be used for embedment. 19 c. Provide trench geotextile fabric at any location where crushed rock or fine 20 crushed rock come into contact with utility sand. 21 d. Place evenly spread bedding material on a firm trench bottom. 22 e. Provide firm, uniform bedding. 23 1) Additional bedding may be required if ground water is present in the 24 trench. 25 2) If additional crushed rock is required which is not specifically identified in 26 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 27 price. 28 f. Place pipe on the bedding according to the alignment shown on the Drawings. 29 g. The pipe line shall be within: 30 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 31 h. Place and compact embedment material to adequately support haunches in 32 accordance with the pipe manufacturer's recommendations. 33 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 34 not exceed the spring line prior to compaction. 35 j. Place remaining embedment, including initial backfill, to a minimum of 6 36 inches, but not more than 12 inches, above the pipe. 37 k. Where gate valves are present, the initial backfill shall extend to up to the valve 38 nut. 39 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 40 ASTM D 698. 41 m. Density test may be performed by City to verify that the compaction of 42 embedment meets requirements. 43 n. Place trench geotextile fabric on top of the initial backfill. 44 o. Place marker tape on top of the trench geotextile fabric in accordance with 45 Section 33 05 26. 46 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 47 a. The entire embedment zone shall be of uniform material. 48 b. Crushed rock shall be used for embedment. 49 c. Place evenly spread bedding material on a firm trench bottom. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1148-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 19 1 d. Spread bedding so that lines and grades are maintained and that there are no 2 sags in the sanitary sewer pipe line. 3 e. Provide firm, uniform bedding. 4 1) Additional bedding may be required if ground water is present in the 5 trench. 6 2) If additional crushed rock is required which is not specifically identified in 7 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 8 price. 9 f. Place pipe on the bedding according to the alignment shown in the Drawings. 10 g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent 11 with the grade shown on the Drawings. 12 h. Place and compact embedment material to adequately support haunches in 13 accordance with the pipe manufacturer's recommendations. 14 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 15 exceed the spring line prior to compaction. 16 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 17 but not more than 12 inches, above the pipe. 18 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 19 ASTM D 698. 20 1. Density test may be performed by City to verify that the compaction of 21 embedment meets requirements. 22 m. Place trench geotextile fabric on top of the initial backfill. 23 n. Place marker tape on top of the trench geotextile fabric in accordance with 24 Section 33 05 26. 25 5. Storm Sewer (RCP) 26 a. The bedding and the pipe zone up to the spring line shall be of uniform 27 material. 28 b. Crushed rock shall be used for embedment up to the spring line. 29 c. The specified backfill material may be used above the spring line. 30 d. Place evenly spread bedding material on a firm trench bottom. 31 e. Spread bedding so that lines and grades are maintained and that there are no 32 sags in the storm sewer pipe line. 33 f. Provide firm, uniform bedding. 34 1) Additional bedding may be required if ground water is present in the 35 trench. 36 2) If additional crushed rock is required which is not specifically identified in 37 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 38 price. 39 g. Place pipe on the bedding according to the alignment of the Drawings. 40 h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent 41 with the grade, shown on the Drawings. 42 i. Place embedment material up to the spring line. 43 1) Place embedment to ensure that adequate support is obtained in the haunch. 44 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 45 ASTM D 698. 46 k. Density test may be performed by City to verify that the compaction of 47 embedment meets requirements. 48 1. Place trench geotextile fabric on top of pipe and crushed rock. 49 6. Storm Sewer Reinforced Concrete Box CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 19 1 a. Crushed rock shall be used for bedding. 2 b. The pipe zone and the initial backfill shall be: 3 1) Crushed rock, or 4 2) Acceptable backfill material compacted to 95 percent Standard Proctor 5 density 6 c. Place evenly spread compacted bedding material on a firm trench bottom. 7 d. Spread bedding so that lines and grades are maintained and that there are no 8 sags in the storm sewer pipe line. 9 e. Provide firm, uniform bedding. 10 1) Additional bedding may be required if ground water is present in the 11 trench. 12 2) If additional crushed rock is required which is not specifically identified in 13 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 14 price. 15 f. Fill the annular space between multiple boxes with crushed rock, CLSM 16 according to 03 34 13. 17 g. Place pipe on the bedding according to the alignment of the Drawings. 18 h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the 19 grade, shown on the Drawings. 20 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 21 D698. 22 7. Water Services (Less than 2 Inches in Diameter) 23 a. The entire embedment zone shall be of uniform material. 24 b. Utility sand shall be generally used for embedment. 25 c. Place evenly spread bedding material on a firm trench bottom. 26 d. Provide firm, uniform bedding. 27 e. Place pipe on the bedding according to the alignment of the Plans. 28 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 29 8. Sanitary Sewer Services 30 a. The entire embedment zone shall be of uniform material. 31 b. Crushed rock shall be used for embedment. 32 c. Place evenly spread bedding material on a firm trench bottom. 33 d. Spread bedding so that lines and grades are maintained and that there are no 34 sags in the sanitary sewer pipe line. 35 e. Provide firm, uniform bedding. 36 1) Additional bedding may be required if ground water is present in the 37 trench. 38 2) If additional crushed rock is required which is not specifically identified in 39 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 40 price. 41 f. Place pipe on the bedding according to the alignment of the Drawings. 42 g. Place remaining embedment, including initial backfill, to a minimum of 6 43 inches, but not more than 12 inches, above the pipe. 44 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 45 i. Density test may be required to verify that the compaction meets the density 46 requirements. 47 E. Trench Backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside 1I48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 33 05 10 - 16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 19 1 1. At a minimum, place backfill in such a manner that the required in -place density 2 and moisture content is obtained, and so that there will be no damage to the surface, 3 pavement or structures due to any trench settlement or trench movement. 4 a. Meeting the requirement herein does not relieve the responsibility to damages 5 associated with the Work. 6 2. Backfill Material 7 a. Final backfill depth less than 15 feet 8 1) Backfill with: 9 a) Acceptable backfill material 10 b) Blended backfill material, or 11 c) Select backfill material, CSS, or CLSM when specifically required 12 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 13 1) Backfill depth from 0 to 15 feet deep 14 a) Backfill with: 15 (1) Acceptable backfill material 16 (2) Blended backfill material, or 17 (3) Select backfill material, CSS, or CLSM when specifically required 18 2) Backfill depth from 15 feet and greater 19 a) Backfill with: 20 (1) Select Fill 21 (2) CSS, or 22 (3) CLSM when specifically required 23 c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 24 1) Backfill with: 25 a) Acceptable backfill material, or 26 b) Blended backfill material 27 d. Backfill for service lines: 28 1) Backfill for water or sewer service lines shall be the same as the 29 requirement of the main that the service is connected to. 30 3. Required Compaction and Density 31 a. Final backfill (depths less than 15 feet) 32 1) Compact acceptable backfill material, blended backfill material or select 33 backfill ton minimum of 95 percent the following Standard Proctor per 34 ASTM D698 at moisture content within -2 to +5 percent of the optimum 35 moisture. 36 a) A minimum of 98 percent Standard Proctor under existing 37 pavement 38 b) A minimum of 95 percent Standard Proctor not under existing 39 pavement 40 2) CSS or CLSM requires no compaction. 41 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 42 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 43 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 44 moisture. 45 2) CSS or CLSM requires no compaction. 46 c. Final backfill (depths 15 feet and greater/not under existing or future pavement) 47 1) Compact acceptable backfill material blended backfill material, or select 48 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 49 moisture content within -2 to +5 percent of the optimum moisture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 33 05 10 - 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 19 1 4. Saturated Soils 2 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 3 optimum moisture content, the soils are considered saturated. 4 b. Flooding the trench or water jetting is strictly prohibited. 5 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 6 Appendix, Contractor shall proceed with Work following all backfill 7 procedures outlined in the Drawings for areas of soil saturation greater than 5 8 percent. 9 d. If saturated soils are encountered during Work but not identified in Drawings or 10 Geotechnical Report in the Appendix: 11 1) The Contractor shall: 12 a) Immediately notify the City. 13 b) Submit a Contract Claim for Extra Work associated with direction from 14 City. 15 2) The City shall: 16 a) Investigate soils and determine if Work can proceed in the identified 17 location. 18 b) Direct the Contractor of changed backfill procedures associated with 19 the saturated soils that may include: 20 (1) Imported backfill 21 (2) A site specific backfill design 22 5. Placement of Backfill 23 a. Use only compaction equipment specifically designed for compaction of a 24 particular soil type and within the space and depth limitation experienced in the 25 trench. 26 b. Flooding the trench or water setting is strictly prohibited. 27 c. Place in loose lifts not to exceed 12 inches. 28 d. Compact to specified densities. 29 e. Compact only on top of initial backfill, undisturbed trench or previously 30 compacted backfill. 31 f. Remove any loose materials due to the movement of any trench box or shoring 32 or due to sloughing of the trench wall. 33 g. Install appropriate tracking balls for water and sanitary sewer trenches in 34 accordance with Section 33 05 26. 35 6. Backfill Means and Methods Demonstration 36 a. Notify the City in writing with sufficient time for the City to obtain samples 37 and perform standard proctor test in accordance with ASTM D698. 38 b. The results of the standard proctor test must be received prior to beginning 39 excavation. 40 c. Upon commencing of backfill placement for the project the Contractor shall 41 demonstrate means and methods to obtain the required densities. 42 d. Demonstrate Means and Methods for compaction including: 43 1) Depth of lifts for backfill which shall not exceed 12 inches 44 2) Method of moisture control for excessively dry or wet backfill 45 3) Placement and moving trench box, if used 46 4) Compaction techniques in an open trench 47 5) Compaction techniques around structure 48 e. Provide a testing trench box to provide access to the recently backfilled 49 material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside II48-Inch Water Main, Phase', Part 1 City Project No. 02082 330510-18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 19 1 f. The City will provide a qualified testing lab full time during this period to 2 randomly test density and moisture continent. 3 1) The testing lab will provide results as available on the job site. 4 7. Varying Ground Conditions 5 a. Notify the City of varying ground conditions and the need for additional 6 proctors. 7 b. Request additional proctors when soil conditions change. 8 c. The City may acquire additional proctors at its discretion. 9 d. Significant changes in soil conditions will require an additional Means and 10 Methods demonstration. 11 3.5 REPAIR [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Proctors 16 a. The City will perform Proctors in accordance with ASTM D698. 17 b. Test results will generally be available to within 4 calendar days and distributed 18 to: 19 1) Contractor 20 2) City Project Manager 21 3) City Inspector 22 4) Engineer 23 c. Notify the City if the characteristic of the soil changes. 24 d. City will perform new proctors for varying soils: 25 1) When indicated in the geotechnical investigation in the Appendix 26 2) If notified by the Contractor 27 3) At the convenience of the City 28 e. Trenches where different soil types are present at different depths, the proctors 29 shall be based on the mixture of those soils. 30 2. Density Testing of Backfill 31 a. Density Tests shall be in conformance with ASTM D2922. 32 b. Provide a testing trench protection for trench depths in excess of 5 feet. 33 c. Place, move and remove testing trench protection as necessary to facilitate all 34 test conducted by the City. 35 d. For final backfill depths less than 15 feet and trenches of any depth not under 36 existing or future pavement: 37 1) The City will perform density testing twice per working day when 38 backfilling operations are being conducted. 39 2) The testing lab shall take a minimum of 3 density tests of the current lift in 40 the available trench. 41 e. For final backfill depths 15 feet and greater deep and under existing or future 42 pavement: 43 1) The City will perform density testing twice per working day when 44 backfilling operations are being conducted. 45 2) The testing lab shall take a minimum of 3 density tests of the current lift in 46 the available trench. 47 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside I148-Inch Water Main, Phase I, Part 1 City Project No. 02082 330510-19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 19 1 f. Make the excavation available for testing. 2 g. The City will determine the location of the test. 3 h. The City testing lab will provide results to Contractor and the City's Inspector 4 upon completion of the testing. 5 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 6 j. Test reports shall include: 7 1) Location of test by station number 8 2) Time and date of test 9 3) Depth of testing 10 4) Field moisture 11 5) Dry density 12 6) Proctor identifier 13 7) Percent Proctor Density 14 3. Density of Embedment 15 a. Storm sewer boxes that are embedded with acceptable backfill material, 16 blended backfill material, cement modified backfill material or select material 17 will follow the same testing procedure as backfill. 18 b. The City may test fine crushed rock or crushed rock embedment in accordance 19 with ASTM D2922 or ASTM 1556. 20 B. Non -Conforming Work 21 1. All non -conforming work shall be removed and replaced. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 6/18/2013 D. Johnson 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan quantity 2.2.A — Added language for concrete encasement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Northside II48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-1 STEEL CASING PIPE Page I of 6 1 SECTION 33 05 22 2 STEEL CASING PIPE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing 7 Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown 8 on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. MODIFIED: 2.2.A.3. — ADDED 72" Diameter casing minimum wall thickness. 11 2. MODIFIED: 2.2.B.1. — ADDED No hydrostatic test required. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 4. Section 33 05 20 — Auger Boring 18 5. Section 33 05 23 — Hand Tunneling 19 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Open Cut 23 a. Measurement 24 1) Measured horizontally along the surface for length of Steel Casing Pipe 25 installed 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price bid per linear foot of "Casing, By Open Cut" installed for: 30 a) Various Sizes 31 c. The price bid shall include: 32 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 33 2) Mobilization 34 3) Pavement removal 35 4) Excavation 36 5) Hauling 37 6) Disposal of excess material 38 7) Furnishing, placement, and compaction of embedment 39 8) Furnishing, placement, and compaction of backfill 40 9) Clean-up 41 2. By Other than Open Cut CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-2 STEEL CASING PIPE Page 2 of 6 1 a. Measurement 2 1) Measured horizontally along the surface for length of Steel Casing Pipe 3 installed 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" will be paid for at the unit 7 price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open 8 Cut" installed for: 9 a) Various Sizes 10 2) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" will be paid for at the unit 12 price bid per linear foot of "Casing, By Other than Open Cut" installed for: 13 a) Various Sizes 14 c. The price bid shall include: 15 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 16 2) Mobilization 17 3) Launching shaft 18 4) Receiving shaft 19 5) Pavement removal 20 6) Excavation 21 7) Hauling 22 8) Disposal of excess material 23 9) Furnishing, placement, and compaction of backfill 24 10) Clean-up 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. ASTM International (ASTM): 31 a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe 32 (NPS Sizes 4 and Over). 33 3. American Water Works Association (AWWA): 34 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 35 Enamel and Tape - Hot Applied. 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the City prior to delivery. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Product Data 42 1. Exterior Coating 43 a. Material data 44 b. Field touch-up procedures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-3 STEEL CASING PIPE Page 3 of 6 1 2. Interior Coating 2 a. Material data 3 b. Field touch-up procedures 4 B. Shop Drawings 5 1. No shop drawings required for Auger Boring 6 2. For Tunneling, provide the following: 7 a. Furnish details for Steel Casing Pipe outlining the following: 8 1) Grout/lubrication ports 9 2) Joint details 10 3) Other miscellaneous items for furnishing and fabricating pipe 11 b. Submit calculations in a neat, legible format that is sealed by a Licensed 12 Professional Engineer in Texas, consistent with the information provided in the 13 geotechnical report, and includes: 14 1) Calculations confirming that pipe jacking capacity is adequate to resist the 15 anticipated jacking loads for each crossing with a minimum factor of safety 16 of 2 17 2) Calculations confirming that pipe capacity is adequate to safely support all 18 other anticipated loads, including earth and groundwater pressures, 19 surcharge loads, and handling loads 20 3) Calculations confirming that jointing method will support all loading 21 conditions 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Delivery, Handling, and Storage 27 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, 28 as recommended by the manufacturer, for protection during shipping and storage. 29 2. Deliver, handle and store pipe in accordance with the Manufacturer's 30 recommendations to protect coating systems. 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS 34 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 35 2.2 MATERIALS 36 A. Design Criteria 37 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or 38 exceeds the design requirements of this Specification and that is specifically 39 designed for installation by the intended trenchless method. 40 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside lI 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-4 STEEL CASING PIPE Page 4 of 6 1 a. Design of the casing pipe shall account for all installation and service loads 2 including: 3 1) Jacking loads 4 2) External groundwater and earth loads 5 3) Traffic loads 6 4) Practical consideration for handling, shipping and other construction 7 operations 8 5) Any other live or dead loads reasonably anticipated 9 b. Design shall be sealed and signed by a registered Professional Engineer 10 licensed in the State of Texas. 11 c. The allowable jacking capacity shall not exceed 50 percent of the minimum 12 steel yield stress. 13 3. Steel Casing Pipe shall have a minimum wall thickness as follows: 14 Casing Pipe Diameter Minimum Wall Thickness (inches) (inches) 14 —18 .3125 (5/16) 20 — 24 .375 (3/8) 26-32 .5 (1/2) 34 — 42 .625 (5/8) 44 — 48 .6875 (11 /16) 72 0.750 (3/4) 15 16 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently 17 install the required carrier pipe with casing spacers as required in Section 33 05 24. 18 a. Allowable casing diameters are shown on the Drawings for each crossing. 19 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable 20 work areas. 21 6. Random segments of pipe will not be permitted for straight runs of casing. 22 a. Closing piece segments, however, shall be acceptable. 23 7. When required by installation method, provide grout/lubricant ports along the pipe 24 at intervals of 10 feet or less. 25 a. Ports and fittings shall be attached to the pipe in a manner that will not 26 materially affect the strength of the pipe nor interfere with installation of carrier 27 pipe. 28 b. Plugs for sealing the fittings shall be provided by the Contractor and shall be 29 capable of withstanding all external and internal pressures and loads without 30 leaking. 31 B. Materials 32 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A139, Grade B. 33 No hydrostatic test required. 34 2. Dimensional Tolerances 35 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 36 compatible with performance requirements and proposed installation methods 37 that meet or exceed the specific requirements below: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-5 STEEL CASING PIPE Page 5 of 6 1 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 2 nominal wall thickness. 3 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 4 circumference, whichever is Less. 5 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 6 diameter. 7 4) Roundness such that the difference between the major and minor outside 8 diameters shall not exceed 0.5 percent of the specified nominal outside 9 diameter or 1/4 inch, whichever is less. 10 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 11 length. 12 3. All steel pipe shall have square ends. 13 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 14 a true plane perpendicular to the axis of the pipe and passing through the center 15 of the pipe at the end. 16 b. When pipe ends have to be beveled for welding, the ends shall be beveled on 17 the outside to an angle of 35 degrees with a tolerance of± 2'/2 degrees and with 18 a width of root face 1/16 inch ± 1/32 inch. 19 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 20 a. All girth weld seams shall be ground flush. 21 C. Finishes 22 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in 23 accordance with the requirements of AWWA C203. 24 a. Touch up after field welds shall provide coating equal to those specified above. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 INSTALLATION 32 A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 33 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with 34 Section 33 05 10. 35 1. Steel Casing Pipe connections shall be achieved by full penetration field butt 36 welding or an integral machine press -fit connection (Permalok or equal) prior to 37 installation of the pipe, "depending on the type of carrier pipe. 38 2. Allowable joint types for each crossing are shown on the Drawings. 39 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of 40 steel pipe is acceptable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330522-6 STEEL CASING PIPE Page 6 of 6 1 4. Integral machined press -fit connections shall be installed in accordance with the 2 manufacturer's installation procedures and recommendations. 3 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 4 Section 33 05 24. 5 C. Contact grouting of the annulus outside the casing pipe shall be performed in 6 accordance with Section 33 05 23 or Section 33 05 20. 7 3.5 REPAIR / RESTORATION [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.A — Formatting modified to apply thickness requirements for all casing installation methods CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 1 2 3 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 11 SECTION 33 05 24 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 8 plate at locations shown on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. MODIFIED: 1.1.C. — ADDED specification section 33 11 14 Buried Steel Pipe 11 and Fittings to the related Specifications list 12 2. MODIFIED: 2.2.B.1. — REMOVED AWWA C301 (Restrained) from carrier 13 pipe material column and REPLACED with AWWA C200 (Restrained). The 14 specification references were revised to agree with the above revision. 15 3. MODIFIED: 3.4.C.4.d. — Steel pipe, if used, shall be welded prior to 16 installation into casing/tunnel. For water mains, the annular space between 17 the carrier and casing shall not be grouted per 2.2.B.2.b. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 — General Requirements 22 3. Section 33 01 30 — Sewer and Manhole Testing 23 4. Section 33 11 13 - Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 24 5. Section 33 11 14 — Buried Steel Pipe and Fittings 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 28 a. Measurement 29 1) Measured horizontally along the surface from centerline to centerline of the 30 beginning of the casing/liner to the end of the casing/liner 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: 35 a) Various Sizes 36 c. The price bid shall include: 37 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel 38 Liner Plate as specified by the Drawings 39 2) Mobilization 40 3) Grout 41 4) Casing Spacers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside 1I 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of 11 1 5) End seals 2 6) Excavation 3 7) Hauling 4 8) Disposal of excess material 5 9) Clean-up 6 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 7 a. Measurement 8 1) Measured horizontally along the surface from centerline to centerline of the 9 beginning of the casing/liner to the end of the casing/liner Payment 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" shall be paid for at the 13 unit price bid per linear foot for "Water Carrier Pipe" complete in place for: 14 a) Various Sizes 15 c. The price bid shall include: 16 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 17 as specified by the Drawings 18 2) Mobilization 19 3) Grout 20 4) Joint restraint 21 5) Casing Spacers 22 6) End seals 23 7) Excavation 24 8) Hauling 25 9) Disposal of excess material 26 10) Clean-up 27 1.3 REFERENCES 28 A. Definitions 29 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 30 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 31 ground and provides a stable underground excavation for installation of the carrier 32 pipe 33 B. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. American Society of Testing and Materials (ASTM) 38 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 39 Specimens. 40 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 41 Mortars (Using 2-in or [50 mm] Cube Specimens). 42 c. D638, Standard Test Method for Tensile Properties of Plastics. 43 3. International Organization for Standardization (ISO): 44 a. 9001, Quality Management Systems - Requirements. 45 4. Occupational Safety and Health Administration (OSHA) 46 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 47 1926, Subpart S, Underground Construction and Subpart P, Excavation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 11 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Casing Isolators/Spacers 8 a. Material Data 9 2. Grout Mix 10 a. Material Data 11 B. Shop Drawings 12 1. Required for 24-inch and larger pipe installations 13 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 14 construction methods to be employed. 15 3. Casing Spacers/Isolators 16 a. Detail drawings and manufacturer's information for the casing isolators/spacers 17 that will be used. 18 1) Include dimension and component materials and documentation of 19 manufacturer's ISO 9001:2000 certification. 20 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 21 by -case basis. 22 c. For consideration of alternate method, submit a detailed description of method 23 including details. 24 4. End seal or bulkhead designs and locations for casing/liners. 25 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 26 Plan and Methods including: 27 a. Grouting methods 28 b. Details of equipment 29 c. Grouting procedures and sequences including: 30 1) Injection methods 31 2) Injection pressures 32 3) Monitoring and recording equipment 33 4) Pressure gauge calibration data 34 5) Materials 35 d. Grout mix details including: 36 1) Proportions 37 2) Admixtures including: 38 a) Manufacturer's literature 39 b) Laboratory test data verifying the strength of the proposed grout mix 40 c) Proposed grout densities 41 d) Viscosity 42 e) Initial set time of grout 43 (1) Data for these requirements shall be derived from trial batches from 44 an approved testing laboratory. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of 11 1 e. Submit a minimum of 3 other similar projects where the proposed grout mix 2 design was used. 3 f. Submit anticipated volumes of grout to be pumped for each application and 4 reach grouted. 5 g. For pipe installations greater than 36-inches, without hold down jacks or a 6 restrained spacer, provide buoyant force calculations during grouting and 7 measures to prevent flotation. 8 1) Calculations sealed by a licensed Engineer in the State of Texas. 9 h. Description of methods and devices to prevent buckling of carrier pipe during 10 grouting of annular space, if required 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE 14 A. Certifications 15 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 16 ISO9001:2000. 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED] 22 2.2 MATERIALS 23 A. Manufacturers 24 1. Only the manufacturers as listed on the City's Standard Products List will be 25 considered as shown in Section 01 60 00. 26 a. The manufacturer must comply with this Specification and related Sections. 27 2. Any product that is not listed on the Standard Products List is considered a 28 substitution and shall be submitted in accordance with Section 01 25 00. 29 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 30 regularly engaged in the manufacturing of casing spacers/isolators. 31 B. Design Criteria and Materials 32 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as 33 indicated in PART 3 of this Specification, incorporating all support/insulator 34 dimensions required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 Water Line Sanitary Sewer Line Diameter (inches) 6-12 16-20 24 and greater 8-16 18 and greater 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 11 Material DIP (Restrained) DIP (Restrained) AWWA C303 (Restrained) DIP (Restrained) AWWA C303 (Restrained) AWWA C301 C200 (Restrained) DIP (with Ceramic Epoxy) PVC C900 DR14 DIP (with Ceramic Epoxy) Fiberglass 1 2. Grout of annular space 2 a. For gravity sewer carrier pipe installation: 3 1) Fill all voids between the carrier pipe and the casing or 4 2) Al! exterior carrier pipe surfaces and all interior casing 5 shall be in contact with the grout. 6 b. For water line installation: 7 1) No annular space fill will be used. 8 3. Grout Mixes 9 a. Low Density Cellular Grout (LDCC) 10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 11 LDCC. 12 2) The LDCC shall be portland cement based grout mix with the addition of a 13 foaming agent designed for this application. 14 3) Develop 1 or more grout mixes designed to completely fill the annular 15 space based on the following requirements: 16 a) Provide adequate retardation to completely fill the annular space in 1 17 monolithic pour. 18 b) Provide less than 1 percent shrinkage by volume. 19 c) Compressive Strength 20 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent floating of the carrier pipe. 23 e) Proportion grout to flow and to completely fill all voids between the 24 carrier pipe and the casing or liner. Specification Reference 33 11 10 33 11 10 33 11 13 33 11 10 33 11 13 33 11 4-514 33 11 10 33 31 20 33 11 10 33 31 13 liner with grout. or liner surfaces 25 4. End Seals 26 a. Provide end seals at each end of the casing or liner to contain the grout backfill 27 or to close the casing/liner ends to prevent the inflow of water or soil. 28 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 29 PL Link Seal as manufactured by the Thunderline Corporation or approved 30 equal. 31 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 33 Insulator, Inc. or approved equal. 34 3) For sewer piping, no end seals are required since the annular space between 35 the carrier pipe and the casing will be grouted. 36 b. Design end seals to withstand the anticipated soil or grouting pressure and be 37 watertight to prevent groundwater from entering the casing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part I City Project No. 02082 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of 11 1 5. Casing Spacers/Insulators 2 a. Provide casing spacers/insulators to support the carrier pipe during installation 3 and grouting (where grout is used). 4 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing 5 spacers/isolators. 6 2) Mortar bands shall be in accordance with Section 33 11 13. 7 b. Casing Spacers/Isolators material and properties: 8 1) Shall be minimum 14 gage 9 2) For water pipe, utilize Stainless Steel. 10 3) For sewer pipe, utilize Coated Steel. 11 4) Suitable for supporting weight of carrier pipe without deformation or 12 collapse during installation 13 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 14 operations and prevent floating or movement. 15 d. Provide dielectric strength sufficient to electrically isolate each component 16 from one another and from the casing. 17 e. Design risers for appropriate loads, and, as a minimum: 18 1) Provide 10 gage steel risers 19 a) Provide stainless steel bands and risers for water installations. 20 f. Band material and criteria 21 1) Provide polyvinyl chloride inner liner with: 22 a) Minimum thickness of 0.09 inches 23 b) Durometer "A" of 85-90 hardness 24 c) Minimum dielectric strength of 58,000 volts 25 g. Runner material and criteria 26 1) Provide pressure -molded glass reinforced polymer or UHMW with: 27 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 28 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 29 steel studs. 30 3) Runner studs and nuts shall be recessed well below the wearing surface of 31 the runner 32 a) Fill recess with a corrosion inhibiting filler. 33 h. Riser height 34 1) Provide sufficient height with attached runner allow a minimum clearance 35 of 2 inches between the outside of carrier pipe bells or couplings and the 36 inside of the casing liner surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 11 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Carrier pipe installation shall not begin until the following tasks have been 10 completed: 11 a. All required submittals have been provided, reviewed and accepted. 12 b. All casing/liner joints are watertight and no water is entering casing or liner 13 from any sources. 14 c. All contact grouting is complete. 15 d. Casing/liner alignment record drawings have been submitted and accepted by 16 City to document deviations due to casing/liner installation. 17 e. Site safety representative has prepared a code of safe practices and an 18 emergency plan in accordance with applicable requirements. 19 2. The carrier pipe shall be installed within the casings or liners between the limits 20 indicated on the Drawings, to the specified lines and grades and utilizing methods 21 which include due regard for safety of workers, adjacent structures and 22 improvements, utilities and the public. 23 B. Control of Line and Grade 24 1. Install Carrier pipe inside the steel casing within the following tolerances: 25 a. Horizontal 26 1) ± 2 inches from design line 27 b. Vertical 28 1) ±1 inch from design grade 29 2. Check line and grade set up prior to beginning carrier pipe installation. 30 3. Perform survey checks of line -and -grade of carrier pipe during installation 31 operations. 32 4. The Contractor is fully responsible for the accuracy of the installation and the 33 correction of it, as required. 34 a. Where the carrier pipe installation does not satisfy the specified tolerances, 35 correct the installation, including if necessary, redesign of the pipe or structures 36 at no additional cost to City. 37 C. Installation of Carrier Pipe 38 1. Pipe Installation 39 a. Remove all loose soil from casing or liner. 40 b. Grind smooth all rough welds at casing joints. 41 2. Installation of Casing Spacers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part 1 City Project No. 02082 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8 of 11 1 a. Provide casing spacers, insulators or other approved devices to prevent 2 flotation, movement or damage to the pipe during installation and grout backfill 3 placement. 4 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 5 casings or tunnels. 6 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 7 insulators and pipe insertion. 8 d. Install spacers in accordance with manufacturer's recommendations. 9 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 10 and the casing. 11 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 12 the casing/liner in a manner that could damage the pipe or coatings. 13 1) If guide rails are allowed, place cement mortar on both sides of the rails. 14 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 15 lubricant to minimize friction when installing the carrier pipe. 16 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 17 casing. 18 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 19 firm, uniform and continuous support for the pipe. If the trench requires some 20 backfill to establish the final trench bottom grade, place the backfill material in 21 6-inch lifts and compact each layer. 22 j. After the casing or tunnel liner has been placed, pump dry and maintain dry 23 until the casing spacers and end seals are installed. 24 3. Insulator Spacing 25 a. Maximum distance between spacers is to be 6 feet. 26 b. For 18 and 20 foot long joints, install a minimum of 4 spacers. 27 1) Insta11 2 spacers within 1 foot on each side of the bell or flange. 28 2) Remaining 2 spacers shall be spaced equally. 29 c. If the casing or pipe is angled or bent, reduce the spacing. 30 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 31 of size of casing and pipe or type of spacer used. 32 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 33 spigot into the bell. 34 4. After installation of the carrier pipe: 35 a. Mortar inside and outside of the joints, as applicable 36 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 37 1) If continuity exists, remedy the short, by all means necessary including 38 removing and reinstalling the carrier pipe, prior to applying cellular grout. 39 c. If hold down jacks or casing spacers are used, seal or plug the ends of the 40 casing. 41 d. If steel pipe is used, then and not welded prior to installation in casing/liner. 42 welding of pipe will only be allowed after grouting of annular space is 43 complete. 44 D. Installation of End Seals 45 1. For Water Pipes 46 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 47 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 48 casing. Securely fasten with stainless steel bands. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside 1I 48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 11 1 2. For Sewer Pipes 2 a. Grout annular space between carrier pipe and casing as indicated in this 3 Specification. 4 E. Annular Space Grouting (For Sewer Only) 5 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 6 operation as necessary. 7 2. Mixing of Grout 8 a. Mix material in equipment of sufficient size to provide the desired amount of 9 grout material for each stage in a single operation. 10 1) The equipment shall be capable of mixing the grout at the required densities 11 for the approved procedure and shall be capable of changing the densities 12 as required by field conditions. 13 3. Backfill Annular Space with Grout 14 a. Prior to filling of the annular space, test the carrier pipe in accordance with 15 Section 33 01 30. 16 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 17 do not exceed this pressure. 18 c. After the installation of the carrier pipe, the remaining space (all voids) between 19 the casing/liner and the carrier shall be filled with LDCC grout. 20 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 21 be in contact with the grout. 22 2) Grout shall be pumped through a pipe or hose. 23 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 24 pipe during grouting. 25 4. Injection of LDCC Grout 26 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 27 approved recommendations or 5 psi (whichever is lower). 28 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 29 velocity and pressure compatible with the size/volume of the annular space. 30 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 31 grouting procedures require multiple stages. 32 d. Grout placements shall not be terminated until the estimated annular volume of 33 grout has been injected. 34 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 35 6. Protect and preserve the interior surfaces of the casing from damage. 36 3.5 REPAIR / RESTORATION [NOT USED] 37 3.6 RE -INSTALLATION [NOT USED] 38 3.7 FIELD [oR] SITE QUALITY CONTROL 39 A. Reports and Records required for pipe installations greater than 48-inches and longer 40 than 350 feet 41 1. Maintain and submit daily logs of grouting operations. 42 a. Include: 43 1) Grouting locations 44 2) Pressures 45 3) Volumes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 330524-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of I 1 1 4) Grout mix pumped 2 5) Time of pumping 3 2. Note any problems or unusual observations on logs. 4 B. Grout Strength Tests 5 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 6 cylinder molds or grout cubes obtained during grouting operations. 7 2. City will perform field sampling during annular space grouting. 8 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 9 cubic yards of grout injected but not less than 1 set for each grouting shift. 10 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 11 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 12 c. Remaining samples shall be tested as directed by City. 13 C. Safety 14 1. The Contractor is responsible for safety on the job site. 15 a. Perform all Work in accordance with the current applicable regulations of the 16 Federal, State and local agencies. 17 b. In the event of conflict, comply with the more restrictive applicable 18 requirement. 19 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 20 shafts/pits. 21 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 22 applicable local, State and Federal regulations. 23 3. Methods of construction shall be such as to ensure the safety of the Work, 24 Contractor's and other employees on site and the public. 25 4. Furnish and operate a temporary ventilation system in accordance with applicable 26 safety requirements when personnel are underground. 27 a. Perform all required air and gas monitoring. 28 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 29 atmosphere free of toxic or flammable gasses in all underground work areas. 30 5. Perform all Work in accordance with all current applicable regulations and safety 31 requirements of the federal, state and local agencies. 32 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 33 Underground Construction and Subpart P, Excavations. 34 b. In the event of conflict, comply with the more stringent requirements. 35 6. If personnel will enter the pipe during construction, the Contractor shall develop an 36 emergency response plan for rescuing personnel trapped underground in a shaft 37 excavation or pipe. 38 a. Keep on -site all equipment required for emergency response in accordance with 39 the agency having jurisdiction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I, Part I City Project No. 02082 330524-11 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page I 1 of 11 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.1 — Modified minimum water line diameter from 8-inches to 6-inches Added Blue Text for clarification 1.1.0 — Added Concrete Pressure Pipe Specification reference. 6/19/2013 D. Johnson 2.2.B.5 — Added provisions for mortar bands on concrete pressure pipe. 3.4.C.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 ADDENDUM 01 Northside 1I 48-Inch Water Main, Phase 1, Part 1 City Project No. 02082 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 33 11 10 DUCTILE IRON PIPE 331110-I DUCTILE IRON PIPE Page 1 of 13 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. MODIFIED 1.2.A.1.c.12) — removed text 10 2. MODIFIED 1.2.A.l.c — ADDED 19) Ductile Iron Fittings for 48" Water Pipe 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 17 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 18 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 20 8. Section 33 11 05 — Bolts, Nuts, and Gaskets 21 9. Section 33 11 11 — Ductile Iron Fittings 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Ductile Iron Pipe 25 a. Measurement 26 1) Measured horizontally along the surface from center line to center line of 27 the fitting, manhole, or appurtenance 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the unit 31 price bid per linear foot for "DIP" installed for: 32 a) Various sizes 33 b) Various types of backfill 34 c) Various linings 35 d) Various Depths, for miscellaneous sewer projects only 36 e) Various restraints 37 f) Various uses 38 c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 2 DUCTILE IRON PIPE Page 2 of 13 1 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the 2 Drawings 3 2) Mobilization 4 3) Polyethylene encasement 5 4) Lining 6 5) Pavement removal 7 6) Excavation 8 7) Hauling 9 8) Disposal of excess material 10 9) Furnishing, placement and compaction of embedment 11 10) Furnishing, placement and compaction of backfill 12 11) Trench water stops 13 12) Thrust restraint, 14 13) Bolts and nuts 15 14) Gaskets 16 15) Clean-up 17 16) Cleaning 18 17) Disinfection 19 18) Testing 20 19) Ductile Iron Fittings for 48" Water Pipe 21 1.3 REFERENCES 22 A. Definitions 23 1. Gland or Follower Gland 24 a. Non -restrained, mechanical joint fitting 25 2. Retainer Gland 26 a. Mechanically restrained mechanical joint fitting 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Association of State Highway and Transportation Officials (AASHTO). 32 3. American Society of Mechanical Engineers (ASME): 33 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 34 4. ASTM International (ASTM): 35 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 36 High Temperature or High Pressure Service and Other Special Purpose 37 Applications 38 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 39 Pressure or High Temperature Service, or Both 40 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 41 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 42 Tensile Strength. 43 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 44 Water or Other Liquids. 45 f. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331110-3 DUCTILE IRON PIPE Page 3 of 13 1 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 2 Steel. 3 5. American Water Works Association (AWWA): 4 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 5 Enamel and Tape - Hot Applied. 6 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 7 c. M41, Ductile -Iron Pipe and Fittings. 8 6. American Water Works Association/American National Standards Institute 9 (AWWA/ANSI): 10 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 11 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 12 c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 13 d. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 14 Threaded Flanges. 15 e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. 16 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 17 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 18 7. NSF International (NSF): 19 a. 61, Drinking Water System Components - Health Effects. 20 8. Society for Protective Coatings (SSPC): 21 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 26 specials. 27 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Interior lining 30 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 31 C 104/A21.4, including: 32 1) Material 33 2) Application recommendations 34 3) Field touch-up procedures 35 2. Thrust Restraint 36 a. Retainer glands, thrust harnesses or any other means 37 3. Gaskets 38 a. If hydrocarbon or other special gaskets are required 39 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 40 for a wastewater force main for 24-inch and greater diameters, including: 41 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 42 Texas including: 43 a. Working pressure CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 -6 DUCTILE IRON PIPE Page 6 of 13 1 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 2 C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 3 construction, using the following parameters: 4 1) Unit Weight of Fill (w) = 130 pcf 5 2) Live Load = AASHTO HS 20 6 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 7 4) Bedding Conditions = Type 4 8 5) Working Pressure (Pµ,) = 150 psi 9 6) Surge Allowance (Ps) = 100 psi 10 7) Design Internal Pressure (Pi) = P„ + Ps or 2:1 safety factor of the actual 11 working pressure plus the actual surge pressure, whichever is greater. 12 a) Test Pressure = 13 (1) No less than 1.25 minimum times the stated working pressure (187 14 psi minimum) of the pipeline measured at the highest elevation 15 along the test section. 16 (2) No less than 1.5 times the stated working pressure (225 psi 17 minimum) at the lowest elevation of the test section. 18 8) Maximum Calculated Deflection (DX) = 3 percent 19 9) Restrained Joint Safety Factor (Sf) = 15 percent 20 c. Trench depths shall be verified after existing utilities are located. 21 1) Vertical alignment changes required because of existing utility or other 22 conflicts shall be accommodated by an appropriate change in pipe design 23 depth. 24 2) In no case shall pipe be installed deeper than its design allows. 25 7. Provisions for Thrust 26 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 27 joints when required by the Drawings. 28 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 29 through casing and for a sufficient distance each side of casing. 30 c. No thrust restraint contribution shall be allowed for the restrained length of 31 pipe within the casing. 32 d. Restrained joints, when required, shall be used for a sufficient distance from 33 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 34 be developed at the design pressure of the pipe. For the purpose of thrust, the 35 following shall apply: 36 1) Valves shall be calculated as dead ends. 37 2) Design pressure shall be greater than the working pressure of the pipe or 38 the internal pressure (Pi) whichever is greater. 39 3) Restrained joints shall consist of approved mechanical restrained or push- 40 on restrained joints as listed in the City's Standard Products List as shown 41 in Section 01 60 00. 42 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 43 resist thrust in accordance with the Drawings, AWWA M41, and the following: 44 1) The weight of earth (We) shall be calculated as the weight of the projected 45 soil prism above the pipe, for unsaturated soil conditions. 46 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 47 conditions 48 3) If indicated on the Drawings and the Geotechnical Borings that ground 49 water is expected, account for reduced soil density. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 7 DUCTILE IRON PIPE Page 7 of 13 1 8. Joints 2 a. General — Comply with AWWA/ANSI C111/A21.11. 3 b. Push -On Joints 4 c. Mechanical Joints 5 d. Push -On Restrained Joints 6 1) Restraining Push -on joints by means of a special gasket 7 a) Only those products that are listed in Section 01 60 00 8 b) The working pressure rating of the restrained gasket must exceed the 9 test pressure of the pipe line to be installed. 10 c) Approved for use of restraining Ductile Iron Pipe in casing with a 11 carrier pipe of 4-inches to 12-inches 12 d) Otherwise only approved if specially listed on the Drawings 13 2) Push -on Restrained Joint bell and spigot 14 a) Only those products list in the standard products list will be allowed for 15 the size listed in the standard products list per Section 01 60 00. 16 b) Pressure rating shall exceed the working and test pressure of the pipe 17 line. 18 e. Flanged Joints — AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 19 f. Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. 20 g. Field fabricated flanges are prohibited. 21 9. Gaskets 22 a. Provide Gaskets in accordance with Section 33 11 05. 23 10. Isolation Flanges 24 a. Flanges required by the drawings to be Isolation Flanges shall conform to 25 Section 33 04 10. 26 11. Bolts and Nuts 27 a. Mechanical Joints 28 1) Provide bolts and nuts in accordance with Section 33 11 05. 29 b. Flanged Ends 30 1) Meet requirements of AWWA C 115. 31 a) Provide bolts and nuts in accordance with Section 33 11 05. 32 12. Flange Coatings 33 a. Connections to Steel Flanges 34 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 35 Tape System in accordance with Section 33 11 05. 36 13. Ductile Iron Pipe Exterior Coatings 37 a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the 38 pipe exterior, unless otherwise specified in the Contract Documents. 39 14. Polyethylene Encasement 40 a. All buried Ductile Iron Pipe shall be polyethylene encased. 41 b. Only manufacturers listed in the City's Standard Products List as shown in 42 Section 01 60 00 will be considered acceptable. 43 c. Use only virgin polyethylene material. 44 d. Encasement for buried pipe shall be 8 mil linear low density (LLD) 45 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 46 cross -laminated (HDCL) polyethylene encasement conforming to 47 AWWA/ANSI C105/A21.5 and ASTM A674. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 8 DUCTILE IRON PIPE Page 8 of 13 1 e. Marking: At a minimum of every 2 feet along its length, the mark the 2 polyethylene film with the following information: 3 1) Manufacturer's name or trademark 4 2) Year of manufacturer 5 3) AWWA/ANSI C105/A21.5 6 4) Minimum film thickness and material type 7 5) Applicable range of nominal diameter sizes 8 6) Warning — Corrosion Protection — Repair Any Damage 9 f. Special Markings/Colors 10 1) Reclaimed Water, perform one of the following: 11 a) Label polyethylene encasement with "RECLAIMED WATER", 12 b) Provide purple polyethylene in accordance with the American Public 13 Works Association Uniform Color Code; or 14 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 15 2) Wastewater, perform one of the following: 16 a) Label polyethylene encasement with "WASTEWATER"; 17 b) Provide green polyethylene in accordance with the American Public 18 Works Association Uniform Color Code; or 19 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 20 g. Minimum widths 21 22 23 Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 15. Ductile Iron Pipe Interior Lining a. Cement Mortar Lining CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 33 11 10 -9 DUCTILE IRON PIPE Page 9 of 13 1 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 2 accordance with AWWA/ANSI C104/A21.04 and be acceptable according 3 to NSF 61. 4 b. Ceramic Epoxy or Epoxy Linings 5 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 6 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 7 Products List as shown in Section 01 60 00. 8 2) Apply lining at a minimum of 40 mils DFT. 9 3) Due to the tolerances involved, the gasket area and spigot end up to 6 10 inches back from the end of the spigot end must be coated with 6 mils 11 nominal, 10 mils maximum using a Joint Compound as supplied by the 12 manufacturer. 13 a) Apply the joint compound by brush to ensure coverage. 14 b) Care should be taken that the joint compound is smooth without excess 15 buildup in the gasket seat or on the spigot ends. 16 c) Coat the gasket seat and spigot ends after the application of the lining. 17 4) Surface preparation shall be in accordance with the manufacturer's 18 recommendations. 19 5) Check thickness using a magnetic film thickness gauge in accordance with 20 the method outlined in SSPC PA 2. 21 6) Test the interior lining of all pipe barrels for pinholes with a non- 22 destructive 2,500 volt test. 23 a) Repair any defects prior to shipment. 24 7) Mark each fitting with the date of application of the lining system along 25 with its numerical sequence of application on that date and records 26 maintained by the applicator of his work. 27 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 28 cut, coat the exposed surface with the touch-up material as recommended 29 by the manufacturer. 30 a) The touch-up material and the lining shall be of the same manufacturer. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION [NOT USED] 37 3.4 INSTALLATION 38 A. General 39 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 40 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 41 recommendations. 42 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 10 DUCTILE IRON PIPE Page 10 of 13 1 3. Lay pipe to the lines and grades as indicated in the Drawings. 2 4. Excavate and backfill trenches in accordance with Section 33 05 10. 3 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 4 6. For installation of carrier pipe within casing, see Section 33 05 24. 5 B. Pipe Handling 6 1. Haul and distribute pipe and fittings at the project site. 7 2. Handle piping with care to avoid damage. 8 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 9 lowering into the trench. 10 b. Do not handle the pipe in such a way that will damage the interior lining. 11 c. Use only nylon ropes, slings or other lifting devices that will not damage the 12 surface of the pipe for handling the pipe. 13 3. At the close of each operating day: 14 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 15 the laying operation. 16 b. Effectively seal the open end of the pipe using a gasketed night cap. 17 C. Joint Making 18 1. Mechanical Joints 19 a. Bolt the follower ring into compression against the gasket with the bolts 20 tightened down evenly then cross torqued in accordance with AWWA C600. 21 b. Overstressing of bolts to compensate for poor installation practice will not be 22 permitted. 23 2. Push -on Joints 24 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 25 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 26 c. Place the gasket in the bell in the position prescribed by the manufacturer. 27 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 28 gasket and the outside of the spigot prior to entering the spigot into the bell. 29 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 30 conform to AWWA C600. 31 3. Flanged Joints 32 a. Use erection bolts and drift pins to make flanged connections. 33 1) Do not use undue force or restraint on the ends of the fittings. 34 2) Apply even and uniform pressure to the gasket. 35 b. The fitting must be free to move in any direction while bolting. 36 1) Install flange bolts with all bolt heads faced in one direction. 37 4. Joint Deflection 38 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 39 and grades and shown in the Drawings. 40 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 41 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 42 C600. 43 d. The manufacturer's recommendation may be used with the approval of the 44 Engineer. 45 D. Polyethylene Encasement Installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331110-11 DUCTILE IRON PIPE Page 11 of 13 1 1. Preparation 2 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 3 installation of polyethylene encasement. 4 1) Prevent soil or embedment material from becoming trapped between pipe 5 and polyethylene. 6 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 7 with minimum space between polyethylene and pipe. 8 1) Provide sufficient slack in contouring to prevent stretching polyethylene 9 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 10 joints or fittings and to prevent damage to polyethylene due to backfilling 11 operations. 12 2) Secure overlaps and ends with adhesive tape and hold. 13 c. For installations below water table and/or in areas subject to tidal actions, seal 14 both ends of polyethylene tube with adhesive tape at joint overlap. 15 2. Tubular Type (Method A) 16 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 17 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 18 pipe section and bunching it accordion -fashion lengthwise until it clears pipe 19 ends. 20 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 21 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 22 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 23 polyethylene from preceding length of pipe, slip it over end of the new length 24 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 25 f. Secure overlap in place. 26 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 27 of pipe, securing fold at quarter points. 28 h. Repair cuts, tears, punctures or other damage to polyethylene. 29 i. Proceed with installation of next pipe in same manner. 30 3. Tubular Type (Method B) 31 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 32 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 33 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 34 of pipe, securing fold at quarter points; secure ends. 35 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 36 proceeding pipe section, bunching it accordion -fashion lengthwise. 37 e. After completing joint, pull 3-foot length of polyethylene over joint, 38 overlapping polyethylene previously installed on each adjacent section of pipe 39 by at least 1 foot; make each end snug and secure. 40 4. Sheet Type 41 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 42 section. 43 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 44 it until it clears the pipe ends. 45 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 46 quadrant of pipe. 47 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 13 1 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 2 of pipe. 3 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 4 g. After completing joint, make overlap and secure ends. 5 h. Repair cuts, tears, punctures or other damage to polyethylene. 6 i. Proceed with installation of next section of pipe in same manner. 7 5. Pipe -Shaped Appurtenances 8 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 9 polyethylene in same manner as pipe and fittings. 10 6. Odd -Shaped Appurtenances 11 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 12 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 13 sheet under appurtenances and bringing it up around body. 14 b. Make seams by bringing edges together, folding over twice and taping down. 15 c. Tape polyethylene securely in place at the valve stem and at any other 16 penetrations. 17 7. Repairs 18 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 19 or with short length of polyethylene sheet or cut open tube, wrapped around 20 fitting to cover damaged area and secured in place. 21 8. Openings in Encasement 22 a. Provide openings for branches, service taps, blow -offs, air valves and similar 23 appurtenances by making an X-shaped cut in polyethylene and temporarily 24 folding back film. 25 b. After appurtenance is installed, tape slack securely to appurtenance and repair 26 cut, as well as other damaged area in polyethylene with tape. 27 c. Service taps may also be made directly through polyethylene, with any 28 resulting damaged areas being repaired as described above. 29 9. Junctions between Wrapped and Unwrapped Pipe: 30 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 31 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 32 b. Secure end with circumferential turns of tape. 33 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 34 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 35 3.5 REPAIRJRESTORATION 36 A. Patching 37 1. Excessive field -patching is not permitted of lining or coating. 38 2. Patching of lining or coating will be allowed where area to be repaired does not 39 exceed 100 square inches and has no dimensions greater than 12 inches. 40 3. In general, there shall not be more than 1 patch on either the lining or the coating of 41 any 1 joint of pipe. 42 4. Wherever necessary to patch the pipe: 43 a. Make patch with cement mortar as previously specified for interior joints. 44 b. Do not install patched pipe until the patch has been properly and adequately 45 cured and approved for laying by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 10 - 13 DUCTILE IRON PIPE Page 13 of 13 1 5. Promptly remove rejected pipe from the site. 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL 4 A. Potable Water Mains 5 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 6 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 7 main as specified in Section 33 04 40. 8 B. Wastewater Lines 9 1. Closed Circuit Television (CCTV) Inspection 10 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 20 DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.2.A.1.b. — Updated Payment types 1.3 — Added definitions of gland types for clarity 2.2.B.9, 10, 11 and 12 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -1 DUCTILE IRON FITTINGS Page 1 of 13 1 SECTION 33 11 11 2 DUCTILE IRON FITTINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. MODIFIED 1.2.A.1.a.1) — ADDED verbiage to measurement making ductile 12 iron fittings greater than 12 inches subsidiary to the water pipe construction. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 — General Requirements 17 3. Section 03 30 00 — Cast -in -Place Concrete 18 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 19 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 20 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 21 7. Section 33 11 05 — Bolts, Nuts, and Gaskets 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Ductile Iron Water Fittings with Restraint 25 a. Measurement 26 1) Shall be per ton of fittings supplied for the small diameter water 27 improvements only [Ductile Iron Fittings subsidiary for all pipe sizes 28 over 12 inches]. 29 2) Fittings weights are the sum of the various types of fittings multiplied by 30 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 31 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 32 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 33 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 34 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 35 body) Ductile Iron Fittings in lieu of AWWAIANSI C153/A21.53 36 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 37 measured in accordance with AWWA/ANSI C153/A21.53. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at the unit 41 price bid per ton of "Ductile Iron Water Fittings with Restraint". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside tI 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11-2 DUCTILE IRON FITTINGS Page 2 of 13 1 c. The price bid shall include: 2 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 3 Drawings 4 2) Polyethylene encasement 5 3) Lining 6 4) Pavement removal 7 5) Excavation 8 6) Hauling 9 7) Disposal of excess material 10 8) Furnishing and installing bolts, nuts, and restraints 11 9) Furnishing, placement and compaction of embedment 12 10) Furnishing, placement and compaction of backfill 13 11) Trench water stops 14 12) Clean-up 15 13) Cleaning 16 14) Disinfection 17 15) Testing 18 2. Ductile Iron Sewer Fittings 19 a. Measurement 20 1) Shall be per ton of fittings supplied 21 2) Fittings weights are the sum of the various types of fittings multiplied by 22 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 23 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 24 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 25 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 26 4) If the Contractor chooses to supply AWWA/ANSI C 110/A21.10 (full 27 body) Ductile Iron Fittings in lieu of AWWA/ANSI C 153/A21.53 28 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 29 measured in accordance with AWWA/ANSI C153/A21.53. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per ton of "Ductile Iron Sewer Fittings". 34 c. The price bid shall include: 35 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 36 Drawings 37 2) Epoxy Coating 38 3) Polyethylene encasement 39 4) Lining 40 5) Pavement removal 41 6) Excavation 42 7) Hauling 43 8) Disposal of excess material 44 9) Furnishing and installing bolts, nuts, and restraints 45 10) Furnishing, placement and compaction of embedment 46 11) Furnishing, placement and compaction of backfill 47 12) Clean-up 48 13) Cleaning 49 14) Disinfection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -3 DUCTILE IRON FITTINGS Page 3 of 13 1 15) Testing 2 1.3 REFERENCES 3 A. Definitions 4 1. Gland or Follower Gland 5 a. Non -restrained, mechanical joint fitting 6 2. Retainer Gland 7 a. Mechanically restrained mechanical joint fitting, consisting of multiple 8 gripping wedges incorporated into a follower gland meeting the applicable 9 requirements of ANSI/AWWA C 110/A21.10. 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. American Society of Mechanical Engineers (ASME): 15 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 16 3. ASTM International (ASTM): 17 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 18 High Temperature or High Pressure Service and Other Special Purpose 19 Applications 20 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 21 Pressure or High Temperature Service, or Both 22 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 23 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 24 Water or Other Liquids. 25 e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 26 4. American Water Works Association (AWWA): 27 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 28 Enamel and Tape - Hot Applied. 29 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 30 c. M41, Ductile -Iron Pipe and Fittings. 31 5. American Water Works Association/American National Standards Institute 32 (AWWA/ANSI): 33 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 34 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 35 c. C 110/A21.10, Ductile -Iron and Gray -Iron Fittings. 36 d. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 37 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 38 Threaded Flanges. 39 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 40 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 41 6. NSF International (NSF): 42 a. 61, Drinking Water System Components - Health Effects. 43 7. Society for Protective Coatings (SSPC): 44 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. Ductile Iron Fittings 9 a. Pressure class 10 b. Interior lining 11 c. Joint types 12 2. Polyethylene encasement and tape 13 a. Planned method of installation 14 b. Whether the film is linear low density or high density cross linked polyethylene 15 c. The thickness of the film provided 16 3. The interior lining, if it is other than cement mortar lining in accordance with 17 AWWA/ANSI C104/A21.4 18 a. Material 19 b. Application recommendations 20 c. Field touch-up procedures 21 4. Thrust Restraint 22 a. Retainer glands 23 b. Thrust harnesses 24 c. Any other means 25 5. Gaskets 26 a. Provide Gaskets in accordance with Section 33 11 05. 27 6. Isolation Flanges 28 a. Flanges required by the drawings to be Isolation Flanges shall conform to 29 Section 33 04 10. 30 7. Bolts and Nuts 31 a. Mechanical Joints 32 1) Provide bolts and nuts in accordance with Section 33 11 05. 33 b. Flanged Ends 34 1) Meet requirements of AWWA C115. 35 a) Provide bolts and nuts in accordance with Section 33 11 05. 36 8. Flange Coatings 37 a. Connections to Steel Flanges 38 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 39 Tape System in accordance with Section 33 11 05. 40 B. Certificates 41 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 42 meet the provisions of this Section and meet the requirements of AWWA/ANSI 43 C110/A21.10 or AWWA/ANSI C153/A21.53. 44 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -5 DUCTILE IRON FITTINGS Page 5of13 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 7 performed under the control of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 9 C110/A21.10 or AWWA/ANSI C153/A21.53. 10 1) Perform quality control tests and maintain the results as outlined in these 11 standards to assure compliance. 12 B. Preconstruction Testing 13 1. The City may, at its own cost, subject random fittings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compliance test shall be performed in the United States. 16 b. Any visible defects or failure to meet the quality standards herein will be 17 grounds for rejecting the entire order. 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A. Storage and Handling Requirements 20 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 21 2. Secure and maintain a location to store the material in accordance with Section 01 22 66 00. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on the City's Standard Products List will be 30 considered as shown in Section 01 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 B. Ductile Iron Fittings 35 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 36 AWWA/ANSI C153/A21.53. 37 2. All fittings for potable water service shall meet the requirements of NSF 61. 38 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 39 the pipe which the fitting is connected, unless specifically indicated in the 40 Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -6 DUCTILE IRON FITTINGS Page 6 of 13 1 4. Fittings Markings 2 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. 3 b. Minimum markings shall include: 4 1) "DI" or "Ductile" cast or metal stamped on each fitting 5 2) Applicable AWWA/ANSI standard for that the fitting 6 3) Pressure rating 7 4) Number of degrees for all bends 8 5) Nominal diameter of the openings 9 6) Year and country fitting was cast 10 7) Manufacturer's mark 11 5. Joints 12 a. Mechanical Joints with mechanical restraint 13 1) Comply with AWWA/ANSI C111/A21.11 and applicable parts of 14 ANSI/AWWA C110/A21.10. 15 2) The retainer gland shall have the following working pressure ratings based 16 on size and type of pipe: 17 a) Ductile Iron Pipe 18 (1) 3-inch — 16-inch, 350 psi 19 (2) 18-inch — 48-inch, 250 psi 20 b) PVC C900 and C905 21 (1) 3-inch— 12-inch, 305psi 22 (2) 14-inch — 16-inch, 235psi 23 (3) 18-inch — 20-inch, 200psi 24 (4) 24-inch — 30 —inch 165psi 25 c) Ratings are for water pressure and must include a minimum safety 26 factor of 2 to 1 in all sizes 27 3) Retainer glands shall have specific designs for Ductile Iron and PVC and 28 should be easily differentiate between the 2. 29 4) Gland body, wedges and wedge actuating components shall be cast from 30 grade 65-45-12 ductile iron material in accordance with ASTM A536. 31 5) Mechanical joint restraint shall require conventional tools and installation 32 procedures per AWWA C600,while retaining full mechanical joint 33 deflection during assembly as well as allowing joint deflection after 34 assembly. 35 6) Proper actuation of the gripping wedges shall be ensured with torque 36 limiting twist off nuts. 37 b. Push -On, Restrained Joints 38 1) Restraining Push -on joints by means of a special gasket 39 a) Only those products that are listed in 01 60 00 40 b) The working pressure rating of the restrained gasket must exceed the 41 test pressure of the pipe line to be installed. 42 c) Approved for use of restraining Ductile Iron Pipe in casing with a 43 carrier pipe of 4-inches to 12-inches 44 d) Otherwise only approved if specially listed on the drawings 45 2) Push -on Restrained Joint bell and spigot 46 a) Only those products list in the standard products list will be allowed for 47 the size listed in the standard products list per Section 01 60 00 48 b) Pressure rating shall exceed the working and test pressure of the pipe 49 line CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 - 7 DUCTILE IRON FITTINGS Page 7 of 13 1 c. Flanged Joints 2 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 3 2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 4 125. 5 3) Field fabricated flanges are prohibited. 6 6. Gaskets 7 a. Provide Gaskets in accordance with Section 33 11 05. 8 7. Isolation Flanges 9 a. Flanges required by the drawings to be Isolation Flanges shall conform to 10 Section 33 04 10. 11 8. Bolts and Nuts 12 a. Mechanical Joints 13 1) Provide bolts and nuts in accordance with Section 33 11 05. 14 b. Flanged Ends 15 1) Meet requirements of AWWA C115. 16 a) Provide bolts and nuts in accordance with Section 33 11 05. 17 9. Flange Coatings 18 a. Connections to Steel Flanges 19 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 20 Tape System in accordance with Section 33 11 05. 21 10. Ductile Iron Fitting Exterior Coatings 22 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 23 thick, on the exterior, unless otherwise specified in the Contract Documents. 24 11. Polyethylene Encasement 25 a. All buried Ductile Iron Fittings shall be polyethylene encased. 26 b. Only manufacturers listed in the City's Standard Products List as shown in 27 Section 01 60 00 will be considered acceptable. 28 c. Use only virgin polyethylene material. 29 d. Encasement for buried fittings shall be 8 mil linear low density (LLD) 30 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 31 cross -laminated (HDCL) polyethylene encasement conforming to conforming 32 to AWWA/ANSI C105/A21.5 and ASTM A674. 33 e. Marking: At a minimum of every 2 feet along its length, the mark the 34 polyethylene film with the following information: 35 1) Manufacturer's name or trademark 36 2) Year of manufacturer 37 3) AWWA/ANSI C105/A21.5 38 4) Minimum film thickness and material type 39 5) Applicable range of nominal diameter sizes 40 6) Warning — Corrosion Protection — Repair Any Damage 41 f. Special Markings/Colors 42 1) Reclaimed Water, perform one of the following: 43 a) Label polyethylene encasement with "RECLAIMED WATER", 44 b) Provide purple polyethylene in accordance with the American Public 45 Works Association Uniform Color Code; or 46 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 47 2) Wastewater, perform one of the following: 48 a) Label polyethylene encasement with "WASTEWATER"; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside tI 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 4 g• 331111-8 DUCTILE IRON FITTINGS Page 8 of 13 b) Provide green polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. Minimum widths 5 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 ( 82 24 54 I 108 30 67 I 134 36 81 I 162 42 81 162 48 95 190 54 108 216 60 108 I 216 64 121 I 242 6 12. Ductile Iron Fittings Interior Lining 7 a. Cement Mortar Lining 8 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 9 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 10 NSF 61. 11 b. Ceramic Epoxy or Epoxy Linings 12 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 13 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 14 List as shown in Section 01 60 00. 15 2) Apply lining at a minimum of 40 mils DFT 16 3) Due to the tolerances involved, the gasket area and spigot end up to 6 17 inches back from the end of the spigot end must be coated with 6 mils 18 nominal, 10 mils maximum using a Joint Compound as supplied by the 19 manufacturer. 20 a) Apply the joint compound by brush to ensure coverage. 21 b) Care should be taken that the joint compound is smooth without excess 22 buildup in the gasket seat or on the spigot ends. 23 c) Coat the gasket seat and spigot ends after the application of the lining. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 11 -9 DUCTILE IRON FITTINGS Page 9 of 13 1 4) Surface preparation shall be in accordance with the manufacturer's 2 recommendations. 3 5) Check thickness using a magnetic film thickness gauge in accordance with 4 the method outlined in SSPC PA 2. 5 6) Test the interior lining of all fittings for pinholes with a non-destructive 6 2,500 volt test. 7 a) Repair any defects prior to shipment. 8 7) Mark each fitting with the date of application of the lining system along 9 with its numerical sequence of application on that date and records 10 maintained by the applicator of his work. 11 8) For all Ductile Iron Fittings in wastewater service where the fitting has 12 been cut, coat the exposed surface with the touch-up material as 13 recommended by the manufacturer. 14 a) The touch-up material and the lining shall be of the same manufacturer. 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. General 23 1. Install fittings, specials and appurtenances as specified herein, as specified in 24 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 25 recommendations. 26 2. Lay fittings to the lines and grades as indicated in the Drawings. 27 3. Excavate and backfill trenches in accordance with 33 05 10. 28 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 29 B. Joint Making 30 1. Mechanical Joints with required mechanical restraint 31 a. All mechanical joints require mechanical restraint. 32 b. Bolt the retainer gland into compression against the gasket, with the bolts 33 tightened down evenly then cross torqued in accordance with AWWA C600. 34 c. Overstressing of bolts to compensate for poor installation practice will not be 35 permitted. 36 2. Push -on Joints (restrained) 37 a. All push -on joints shall be restrained push -on type. 38 b. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 39 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 40 d. Place the gasket in the bell in the position prescribed by the manufacturer. 41 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 42 gasket and the outside of the spigot prior to entering the spigot into the bell. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331111 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 f. When using a field cut plain end piece of pipe, refinished the field cut and scarf 2 to conform to AWWA M-41. 3 3. Flanged Joints 4 a. Use erection bolts and drift pins to make flanged connections. 5 1) Do not use undue force or restraint on the ends of the fittings. 6 2) Apply even and uniform pressure to the gasket. 7 b. The fitting must be free to move in any direction while bolting. 8 1) Install flange bolts with all bolt heads faced in 1 direction. 9 4. Joint Deflection 10 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 11 and grades and shown in the Drawings. 12 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 13 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 14 C600. 15 d. The manufacturer's recommendation may be used with the approval of the 16 Engineer. 17 C. Polyethylene Encasement Installation 18 1. Preparation 19 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 20 installation of polyethylene encasement. 21 1) Prevent soil or embedment material from becoming trapped between 22 fittings and polyethylene. 23 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 24 with minimum space between polyethylene and fittings. 25 1) Provide sufficient slack in contouring to prevent stretching polyethylene 26 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 27 joints or fittings, and to prevent damage to polyethylene due to backfilling 28 operations. 29 2) Secure overlaps and ends with adhesive tape and hold. 30 c. For installations below water table and/or in areas subject to tidal actions, seal 31 both ends of polyethylene tube with adhesive tape at joint overlap. 32 2. Tubular Type (Method A) 33 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 34 section. 35 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 36 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 37 ends. 38 c. Lower fittings into trench with preceding section of pipe. 39 d. Make shallow bell hole at joints to facilitate installation .of polyethylene tube. 40 e. After assembling fittings make overlap of polyethylene tube, pull bunched 41 polyethylene from preceding length of pipe, slip it over end of the fitting and 42 wrap until it overlaps joint at end of preceding length of pipe. 43 f. Secure overlap in place. 44 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 45 barrel of fitting, securing fold at quarter points. 46 h. Repair cuts, tears, punctures or other damage to polyethylene. 47 i. Proceed with installation of next fitting in same manner. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331111 -11 DUCTILE IRON FITTINGS Page 11 of 13 1 3. Tubular Type (Method B) 2 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 3 section. 4 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 5 end. 6 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 7 barrel of fitting, securing fold at quarter points; secure ends. 8 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 9 proceeding pipe section, bunching it accordion -fashion lengthwise. 10 e. After completing joint, pull 3-foot length of polyethylene over joint, 11 overlapping polyethylene previously installed on each adjacent section of pipe 12 by at least 1 foot; make each end snug and secure. 13 4. Sheet Type 14 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 15 section. 16 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 17 clears the fitting ends. 18 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 19 quadrant of fitting. 20 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 21 e. Lower wrapped fitting into trench with preceding section of pipe. 22 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears, punctures or other damage to polyethylene. 25 i. Proceed with installation of fittings in same manner. 26 5. Pipe -Shaped Appurtenances 27 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd -Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 31 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 38 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area, and secure in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps, blow -offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting damaged areas being repaired as described above. 48 9. Junctions between Wrapped and Unwrapped Fittings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331111-12 DUCTILE IRON FITTINGS Page 12 of 13 1 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 2 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 3 b. Secure end with circumferential turns of tape. 4 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 5 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 6 Fittings. 7 D. Blocking 8 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 9 crosses and plugs in the pipe lines as indicated in the Drawings. 10 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 11 normal to the thrust. 12 3. The supporting area for each block shall be at least as great as that indicated on the 13 Drawings and shall be sufficient to withstand the thrust, including water hammer, 14 which may develop. 15 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 16 5. If the Contractor encounters soil that appears to be different than that which was 17 used to calculate the blocking according to the Drawings, the Contractor shall 18 notify the Engineer prior to the installation of the blocking. 19 3.5 REPAIR/RESTORATION 20 A. Patching 21 1. Excessive field -patching is not permitted of lining or coating. 22 2. Patching of lining or coating will be allowed where area to be repaired does not 23 exceed 100 square inches and has no dimensions greater than 12 inches. 24 3. In general, there shall not be more than 1 patch on either the lining or the coating of 25 any fitting. 26 4. Wherever necessary to patch the fitting: 27 a. Make patch with cement mortar as previously specified for interior joints. 28 b. Do not install patched fitting until the patch has been properly and adequately 29 cured and approved for laying by the City. 30 c. Promptly remove rejected fittings from the site. 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD [oR] SITE QUALITY CONTROL 33 A. Potable Water Mains 34 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 35 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 36 main as specified in Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331111 -13 DUCTILE IRON FITTINGS Page 13 of 13 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.1.c — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 2.2.B.5 — Removed unrestrained push -on and mechanical joints 2.2.B.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3.4.D — Corrected reference CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 1 of 16 SECTION 33 11 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 B. 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 24-inch through 72-inch for potable water applications in conformance with AWWA C303 Deviations from this City of Fort Worth Standard Specification 1. MODIFIED 1.2.A.1.c. — ADDED 20) Concrete Pressure Pipe Fittings 11 2. MODIFIED 1.2.A. — REMOVED 2. Concrete Pressure Pipe Fittings — 12 CONCRETE PRESSURE PIPE FITTINGS ARE SUBSIDIARY TO 13 CONCRETE PRESSURE PIPE. 14 3. MODIFIED 1.3.A.5. — ADDED C208, DIMENSIONS FOR FABRICATED 15 STEEL WATER PIPE FITTINGS 16 4. MODIFIED 2.2.C.1.e.1) — REMOVED Unit Weight of Fill (w) = 130 AND 17 REPLACED WITH 110 pounds per cubic foot. 18 5. MODIFIED 2.2.C.1.e.11) — REMOVED Soil Reaction Modulus (E') < 1,000 19 AND REPLACED WITH <600. 20 6. MODIFIED 2.2.C.2.c.1).a).(1) — REMOVED Soil Density = 130 AND 21 REPLACED WITH 110 pounds per cubic foot. 22 7. MODIFIED 2.2.C.5.a — REMOVED in its entirety and REPLACED with a 23 reference to AWWA C208. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0 26 Contract 27 2. Division 1 28 3. Section 33 29 4. Section 33 30 5. Section 33 31 6. Section 33 32 7. Section 33 — Bidding Requirements, Contract Forms, and Conditions of the — General Requirements 01 31 — Closed Circuit Television (CCTV) Inspection 04 10 — Joint Bonding and Electrical Isolation 04 40 — Cleaning and Acceptance Testing of Water Mains 05 10 — Utility Trench Excavation, Embedment and Backfill 11 05 — Bolts, Nuts, and Gaskets 33 1.2 PRICE AND PAYMENT PROCEDURES 34 A. Measurement and Payment 35 1. Concrete Pressure Pipe 36 a. Measurement 37 1) Measured horizontally along the surface from center line to centerline of 38 the fitting or appurtenance 39 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 16 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per linear foot for "Concrete AWWA C303 Pipe" installed 4 for: 5 a) Various sizes 6 b) Various types of backfill 7 c. The price bid shall include: 8 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by 9 the Drawings 10 2) Mobilization 11 3) Coating 12 4) Lining 13 5) Pavement removal 14 6) Excavation 15 7) Hauling 16 8) Disposal of excess material 17 9) Furnishing, placement, and compaction of embedment 18 10) Trench water stops 19 11) Joint restraint 20 12) Bolts and nuts 21 13) Welding 22 14) Gaskets, if allowed 23 15) Furnishing, placement, and compaction of backfill 24 16) Clean-up 25 17) Cleaning 26 18) Disinfection 27 19) Testing 28 20) Concrete Pressure Pipe Fittings 29 2. Concrete Pressure Pipe Fittings 30 a. Measurement 31 1) Measurement for this Item shall be by lump sum. 32 k. l cymarit 33 1) The work performed mid r t ruts furnished ordanee with thiG Item 34 shall be paid far at tlh lump sum price bid for "C303 Fittings" installed for: 35 a) Various sizes 36 b) Various types of backfill 37 c. The price bicl kalt include: 38 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by 39 the-DFawings 40 2) Mobilization 41 3) Coating 42 '1) Lining 43 5) Pavement removal 44 6) Excavation 45 7) Hauling 46 8) Disposal of excess material 47 > >n 48 10) Trench water stops 49 11) Joint restraint 50 12) Bolts and nut& CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part I City Project No. 02082 3311 13-3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 16 1 13) Welding 2 1 /1) Gaskets, if allowed 3 15) Furnizkir1g p)acement, and com iar. of backfill 4 16) Clean up 5 17) Cleaning 6 1 J Dionfection 7 19) Testing 8 1.3 REFERENCES 9 A. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. American Society of Mechanical Engineers (ASME): 14 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 15 3. American Society of Testing and Materials (ASTM): 16 a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 17 b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI 18 Tensile Strength. 19 c. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 20 d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 21 Steel. 22 e. C33, Standard Specification for Concrete Aggregates. 23 f. C144, Standard Specification for Aggregate for Masonry Mortar. 24 g. C 150, Specification for Portland Cement. 25 h. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple 26 Beam with Center -Point Loading). 27 i. C497, Methods of Testing Concrete Pipe. 28 j. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used 29 With Concrete By Slant Shear. 30 k. C1090, Standard Test Method for Measuring Changes in Height of Cylindrical 31 Specimens of Hydraulic -Cement Grout. 32 1. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 33 4. American Welding Society (AWS): 34 a. D1.1, Structural Welding Code - Steel. 35 5. American Water Works Association (AWWA): 36 a. C206, Field Welding of Steel Water Pipe. 37 b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 38 c. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 39 d. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 40 e. M9, Concrete Pressure Pipe. 41 6. American Water Works Association/American National Standards Institute 42 (AWWA/ANSI): 43 a. CI 11/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 44 Fittings. 45 7. International Organization for Standardization (ISO). 46 8. National Sanitation Foundation (NSF): 47 a. NSF 61, Drinking Water System Components - Health Effects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside 11 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 13 - 4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 16 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. Exterior Coating 9 a. Material data 10 b. Application recommendations 11 c. Field touch-up procedures 12 2. Joint Wrappers 13 a. Material data 14 b. Installation recommendations 15 3. Flexible Joint Couplings 16 a. Manufacturer 17 b. Model 18 4. Mixes 19 a. Mortar for interior joints and patches 20 b. Bonding agents for patches 21 5. Gaskets (if applicable) 22 B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems 23 including: 24 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 25 Texas including: 26 a. Internal pressure 27 1) Working Pressure 28 2) Test Pressure 29 3) Surge pressure 30 b. External pressure 31 1) Deflection 32 2) Buckling 33 c. Special physical loading such as supports or joint design 34 d. Thermal expansion and/or contraction, if applicable for the proposed 35 installation 36 2. Thrust restraint calculations for all fittings and valves including the restraint length 37 sealed by a Licensed Professional Engineer in Texas. 38 3. Fabrication and lay drawings showing a schematic location with profile and a 39 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 40 Texas and includes: 41 a. Pipe class 42 b. Joint types 43 c. Fittings 44 d. Thrust Restraint 45 e. Stationing (in accordance with the Drawings) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside tI 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5of16 1 f. Transitions 2 g. Joint deflection 3 h. Outlet locations for welding, ventilation, and access 4 i. Welding requirements 5 4. Pipe within Casing 6 a. Provide drawings detailing how pipe is restrained to prevent floating within the 7 casing. 8 C. Certificates and Test Reports 9 a. Submittals for certificates and testing reports shall be as outlined in Article 1.9 10 of this Section. 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE 14 A. Qualifications 15 1. Manufacturers 16 a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality 17 Program certified, I.S.O. Quality Certification Program certified, or equal, for 18 Concrete Pressure Pipe and accessory manufacturing. 19 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 20 under the control of the manufacturer. 21 c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years 22 successful experience manufacturing AWWA C303 pipe of the particular type 23 and size indicated. 24 1) This experience record will be thoroughly investigated by the Engineer, and 25 acceptance will be at the sole discretion of the Engineer and City. 26 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be 27 performed at 1 location, unless otherwise approved by the Engineer. 28 d. Pipe shall be manufactured in accordance with the latest revisions of 29 AWWA C303. 30 B. Certifications 31 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: 32 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 33 complies with AWWA C303 and these Specifications 34 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer 35 c. Mill certificates, including chemical and physical test results for each heat of 36 steel 37 1) The manufacturer shall perform the tests described in AWWA C303, for all 38 pipe, fittings, and specials, except that the absorption test detailed in this 39 Specification shall supersede the requirements of the applicable portion of 40 AWWA C303. 41 d. Certified test reports for welder certification for factory and field welds in 42 accordance with AWWA C303, Section 5 43 e. Certified test reports for cement mortar tests 44 f. Certified test reports for steel cylinder tests 45 C. Hydrostatic Pressure Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside I1 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 13 -6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 16 1 1. Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 2 Section 4.6 — Fabrication. 3 a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested 4 prior to application of lining or coating. 5 b. The internal test pressure shall be that which results in a fiber stress equal to 75 6 percent of the minimum yield strength of the steel used. 7 c. Each pipe cylinder tested shall be completely watertight under maximum test 8 pressure. 9 d. Test pressure shall be held for sufficient time to observe the weld seams. 10 e. Pipe manufacturer shall maintain a recording of the pressure gauge report and 11 provide to the Engineer. 12 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded 13 steel sheets or plates. 14 a. Fittings shall be tested in accordance with AWWA C303. 15 3. Factory Testing 16 a. Cement Mortar Coating - Absorption Test 17 1) A water absorption test shall be performed on samples of cured mortar 18 coating taken from each working shift. 19 a) The mortar coating samples shall have been cured in the same manner 20 as the pipe. 21 b) A test value shall consist of the average of a minimum of 3 samples 22 taken from the same working shift. 23 c) The test method shall be in accordance with ASTM C497, Method A. 24 d) The average absorption value for any test shall not exceed 9 percent 25 and no individual sample shall have an absorption exceeding 11 26 percent. 27 e) Tests for each working shift shall be performed on a daily basis until 28 conformance to the absorption requirements has been established by 10 29 consecutive passing test results, at which time testing may be 30 performed on a weekly basis for each working shift. 31 (1) Daily testing shall be resumed for each working shift with failing 32 absorption test results and shall be maintained until conformance to 33 the absorption requirements is re-established by 10 consecutive 34 passing test results. 35 D. Cement Mortar Lining 36 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA 37 C303. 38 E. City Testing and Inspection 39 1. The City reserves the option to have an independent testing laboratory, at the City's 40 expense, inspect pipe and fittings at the pipe manufacturer's plant. 41 a. The City's testing laboratory and Engineer shall have free access to the 42 manufacturer's plant. 43 b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to 44 pipe fabrication as to start of fabrication and fabricating schedule. The City 45 will then advise the manufacturer as to City's decision regarding tests to be 46 performed by an independent testing laboratory. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7of16 1 c. In the event the City elects to retain an independent testing laboratory to make 2 material tests and weld tests, it is the intent that the tests be limited to 1 spot 3 testing of each category unless the tests do not show compliance with the 4 standard. 5 1) If these tests do not show compliance, the City reserves the right to have 6 the laboratory make additional tests and observations. 7 2. The inspection and testing by the independent testing laboratory anticipates that 8 production of pipe shall be done over a normal period of time and without "slow 9 downs" or other abnormal delays. 10 a. In the event that an abnormal production time is required, and the City is 11 required to pay excessive costs for inspection, then the Contractor shall be 12 required to reimburse the City for such costs over and above those which would 13 have been incurred under a normal schedule of production as determined by the 14 Engineer. 15 F. Manufacturer's Technician for Pipe Installation 16 1. Pipe Manufacturer's Representative 17 a. During the construction period, the pipe manufacturer shall furnish the services 18 of a factory trained, qualified, job experienced technician to advise and instruct, 19 as necessary, in pipe laying and pipe jointing. 20 1) The technician shall assist and advise the Contractor in his pipe laying 21 operations and shall instruct construction personnel in proper joint 22 assembly and joint inspection procedures. 23 2) The technician is not required to be on -site full time; however, the 24 technician shall be regularly on -site during the first 2 weeks of pipe laying 25 and thereafter as requested by the Engineer, City or Contractor. 26 1.10 DELIVERY, STORAGE, AND HANDLING 27 A. Packing 28 1. Prepare pipe for shipment to: 29 a. Afford maximum protection from normal hazards of transportation 30 b. Allow pipe to reach project site in an undamaged condition 31 2. Pipe damaged in shipment shall not be delivered to the project site unless such 32 damaged pipe is properly repaired. 33 3. After the completed pipe and fittings have been removed from the final cure at 34 the manufacturing plant: 35 a. Protect pipe lining from drying by means of plastic end covers banded to the 36 pipe ends. 37 b. Maintain covers over the pipe ends at all times until ready to be installed. 38 c. Moisture shall be maintained inside the pipe by periodic addition of water as 39 necessary. 40 4. Pipes shall be carefully supported during shipment and storage. 41 a. Pipe, fittings and specials shall be separated so that they do not bear against 42 each other and the whole load shall be securely fastened to prevent 43 movement in transit. 44 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 45 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means 46 to protect the pipe from damage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 13 - 8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 16 1 d. Each end and each length of pipe, fitting or special (42-inches and larger) 2 and the middle of each pipe joint shall be internally supported and braced 3 with stulls to maintain a true circular shape. 4 i. Internal stulls shall consist of timber or steel firmly wedged and secured 5 so that stulls remain in place during storage, shipment and installation. 6 ii. Pipe shall be rotated so that one stull remains vertical during storage, 7 shipment and installation. 8 iii. At a minimum, stulls shall be placed at each end, each quarter point and 9 center. 10 B. Delivery, Handling, and Storage 11 1. Once the first shipment of pipe has been delivered to the site, the Engineer and 12 the Contractor shall inspect the pipe's interior coating for excessive cracking. 13 a. If excessive cracking is found, exceeding the allowance in AWWA C303, 14 modify shipping procedures to reduce or eliminate cracking. 15 2. Deliver, handle and store pipe in accordance with the manufacturer's 16 recommendations to protect coating systems. 17 C. Marking for Identification 18 1. For each joint of pipe and each fitting, plainly mark on 1 end: 19 a. Class for which it is designated 20 b. Date of manufacturer 21 c. Identification number 22 d. Top centerlines shall be marked on all specials. 23 D. Point of Delivery 24 1. The Contractor is responsible for securing and maintaining a location to store the 25 material in accordance with Section 01 66 00. 26 27 1.11 WARRANTY [NOT USED] 28 PART 2 - PRODUCTS 29 2.1 OWNER -FURNISHED [NOT USED] 30 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 31 A. Manufacturers 32 1. Only the manufacturers as listed in the City's Standard Products List will be 33 considered as shown in Section 01 60 00. 34 a. The manufacturer must comply with this Specification and related Sections. 35 2. Any product that is not listed on the Standard Products List is considered a 36 substitution and shall be submitted in accordance with Section 01 25 00. 37 B. Materials 38 1. General 39 a. Pipe shall be manufactured in accordance with the latest revisions of 40 AWWA C303, AWWA M9, as well as the special requirements of this 41 Specification. 42 b. All pipe shall meet the requirements of NSF 61. 43 2. Cement 44 a. Cement for use in concrete and mortar shall be Type I or II Portland Cement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside lI 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 16 1 3. Aggregates 2 a. Aggregates for concrete lining and coating shall conform to ASTM C33. 3 4. Sand 4 a. Sand used for inside and outside joints shall be of silica base, conforming to 5 ASTM C144. 6 5. Special Coating (Mortar Rings) 7 a. Pipe to be installed in casing shall have 2 built-up mortar rings, each 8 approximately 2 feet long and slightly higher than the pipe bell, to prevent the 9 pipe from being supported by the pipe bell. 10 b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 11 6. Bushings, Couplings and Plugs 12 a. Where outlets or taps are threaded, furnish and install brass reducing bushings 13 in larger steel half couplings for the outlet size indicated. 14 b. Threaded plugs shall be brass. 15 7. Mixes 16 a. Cement Mortar 17 1) Cement mortar used for pouring joints shall consist of: 18 a) 1 part Portland Cement 19 b) 2 parts clean, fine, sharp silica sand 20 c) Mixed with water 21 d) No manufactured sand shall be permitted. 22 e) Exterior joint mortar shall be mixed to the consistency of thick cream. 23 f) Interior joint mortar shall be mixed with as little water as possible so 24 that the mortar is very stiff, but workable. 25 g) Cement shall be ASTM C150, Type I or Type II. 26 h) Sand shall conform to ASTM C144. 27 2) Cement mortar used for patching shall be mixed as per cement mortar for 28 inside joints. 29 8. Joint Wrappers 30 a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or 31 approved equal. 32 b. For pipe within casing, Flex Protex joint filler, or approved equal, may be used 33 for pipes that can be welded from the interior. 34 9. Flexible Joint Couplings 35 a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or 36 approved equal. 37 10. Pipe Ends 38 a. The standard pipe end shall include steel joint ring and a continuous solid 39 rubber ring gasket as per AWWA M9. 40 11. Gaskets 41 1) Flange in accordance with AWWA C207. 42 2) Provide Gaskets in accordance with Section 33 11 05. 43 12. Bolts and Nuts 44 a. Flanged Ends 45 1) Flange in accordance with AWWA C207. 46 2) Provide bolts and nuts in accordance with Section 33 11 05. 47 13. Isolation Flanges CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside I1 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113 -10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 16 1 a. Flanges required by the drawings to be Isolation Flanges shall conform to 2 Section 33 04 10. 3 14. Flange Coatings 4 a. Flange Coatings in accordance with Section 33 11 05. 5 15. Threaded Outlets 6 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 7 install brass bushings for the outlet size indicated. 8 16. Weld Lead Outlets (if applicable) 9 a. Use of threaded outlets for access for weld leads is permitted. 10 b. Additional outlet configurations shall be approved by the Engineer. 11 c. Outlets shall be welded after use. 12 17. Snap Rings 13 a. Snap rings shall be manufactured by Hanson, or approved equal. 14 C. Performance / Design Criteria 15 1. Pipe Design 16 a. Pipe shall be designed, manufactured and tested in accordance with the latest 17 revisions of AWWA C303, AWWA M9, as well as the special requirements of 18 this Specification. 19 b. Sizes and pressure classes (working pressure) shall be as specified in the 20 Drawings. 21 c. For the purposes of pipe design, working pressure plus transient pressure shall 22 be as indicated below. 23 d. Pipe design shall be based on trench conditions and design pressure class 24 specified in the Drawings. 25 e. Pipe shall be designed according to the methods indicated in AWWA C303 and 26 AWWA M9 for trench construction, using the following parameters: 27 1) Unit Weight of Fill (w) = 130 110 pounds per cubic foot 28 2) Live Load = AASHTO H-20 truck for unpaved conditions 29 3) Live Load = Cooper E-80 loading for railroad crossings 30 4) Trench Depth = As indicated on Drawings 31 5) Coefficient K„; = 0.150 32 6) Trench Width (Bd) as indicated on Drawings 33 7) Bedding Conditions = as indicated on Drawings 34 8) Pressure Class = 150 psi min. working pressure 35 9) Surge Allowance = 100 psi minimum 36 a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi. 37 10) Deflection Lag Factor = 1.0 38 11) Soil Reaction Modulus (E') < 1,000 600 39 f. Trench depths indicated on Drawings shall be verified after existing utilities are 40 located. 41 1) Vertical alignment changes required because of existing utility or other 42 conflicts shall be accommodated by an appropriate change in pipe design 43 depth. 44 2) In no case shall pipe be installed deeper than its design allows. 45 2. Provisions for Thrust 46 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints or 47 snap rings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 331113 -11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 16 1 1) Thrust at bends adjacent to casing shall be restrained by welding joints 2 through the casing and a sufficient distance each side of the casing. 3 2) No thrust restraint contribution shall be allowed for pipe in casing unless 4 the annular space in the casing is filled with grout. 5 3) The distance for thrust restraint shown on the Drawings is the minimum 6 restraint and does not relieve the manufacturer from calculating the restraint 7 needs as specified herein. 8 a) In no case shall the restrained distance be less than indicated on the 9 Drawings. 10 b. Restrained joints shall be used a sufficient distance from each side of the bend, I 1 tee, plug or other fitting to resist thrust which develops at the design pressure of 12 the pipe. 13 1) The distance for thrust restraint shown on the Drawings is the minimum 14 restraint and does not relieve the manufacturer from calculating the restraint 15 needs as specified herein. 16 a) In no case shall the restrained distance be less than indicated on the 17 Drawings. 18 2) Restrained joints shall consist of welded joints or snap rings. 19 3) In areas where restrained joints are used for thrust restraint, the pipe shall 20 have adequate cylinder thickness to transmit the thrust forces. 21 c. Thrust restraint design 22 1) The length of pipe with restrained joints to resist thrust forces shall be 23 verified by the pipe manufacturer in accordance with AWWA M9 and the 24 following: 25 a) The Weight of Earth (We) shall be calculated as the weight of the 26 projected soil prism above the pipe. 27 (1) Soil Density =-1-30110 pounds per cubic foot (maximum value to 28 be used for unsaturated soil). 29 d. Thrust collars will only be permitted for temporary plugs. 30 1) Thrust collars may not be used for any other application, unless approved in 31 writing by the Engineer. 32 3. Inside Diameter 33 a. The inside diameter, of the cement mortar lining shall be the nominal diameter 34 specified, unless otherwise indicated on the Drawings. 35 4. Joint Bonds, Insulated Connections and Flange Gaskets 36 a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance 37 with Section 33 04 10. 38 5. Bend Fittings 39 a. All bend fittings shall be long :au uo to permit passage of pipeline pigs. All 40 bend fittings shall be in accordance with AWWA C208 and have a 41 minimum radius of 2.5 times the pipe diameter (2.5D). 42 6. Fittings with Flanges 43 1) Flanged joints shall be provided at connections to valves and where 44 indicated on the Drawings. 45 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 46 welds ground flush to accommodate the type of flanges provided. 47 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall 48 conform to the requirements of AWWA C207 and AWWA C206. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 331113 -12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 16 1 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 2 pipe class. 3 5) Flanges shall match the fittings or appurtenances which are to be attached. 4 6) Flanges shall be Class E with 275 psi working pressure in accordance with 5 AWWA C207 and in accordance with ASME B16.1 Class 125 for areas 6 designated with a 225 psi test pressure. 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3.4 INSTALLATION 14 A. General 15 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for 16 the proper functioning of the completed pipe line. 17 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 18 AWWA M9, and in accordance with the pipe manufacturer's recommendations. 19 3. Lay pipe to the lines and grades show on the Drawings. 20 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 21 5. At the close of each operating day: 22 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 23 the laying operation. 24 b. Effectively seal the open end of the pipe using a gasketed night cap. 25 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. 26 B. Pipe Handling 27 1. Haul and distribute pipe fittings at the project site and handle piping with care to 28 avoid damage. 29 2. Before lowering into the trench and inspect each joint of pipe and reject or repair 30 any damaged pipe. 31 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, 32 belts or other equipment designed to prevent damage to the coating or lining. 33 4. The equipment shall be kept in such repair that its continued use is not injurious to 34 the coating. 35 5. The spacing of pipe supports required to handle the pipe shall be adequate to 36 prevent cracking or damage to the lining or coating. 37 C. Pipe Jointing 38 1. General 39 a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by 40 brushing and wiping. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 16 1 b. If any damage to the protective coating on the metal has occurred, repair the 2 damage before laying the pipe. 3 c. Lubricate the gasket and the inside surface of the bell with an approved 4 lubricant (flax soap) which will facilitate the telescoping of the joint. 5 d. Tightly fit together sections of pipe and exercise care to secure true alignment 6 and grade. 7 e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter 8 the spigot end of the pipe into the bell of the adjoining pipe and force into 9 position. 10 1) The inside joint space between ends of the pipe sections shall have an 11 opening within the tolerances as recommended by the pipe manufacturer. 12 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not 13 uniformly supported or the joint not made up properly, remove the joint and 14 properly prepare the trench. 15 g. After joining, check the position of the gasket with a feeler gauge. 16 1) If the gasket is out of position, disassemble the joint and repeat the joint 17 laying procedure. 18 h. For interior welded joints, complete backfilling before welding. 19 i. For exterior field -welded joints, provide adequate working room under and 20 beside the pipe. 21 2. Exterior Joints 22 a. Make the exterior joint by placing a joint wrapper around the pipe and secure in 23 place with 2 metal straps. 24 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 25 inches wide for smaller pipe, hemmed on each side. 26 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths 27 encircling the pipe, leaving enough opening between ends to allow the 28 mortar to be poured inside the wrapper into the joint. 29 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has 30 flowed entirely around the pipe. 31 4) During the filling of the joint, pat or manipulate the sides of the wrapper to 32 settle the mortar and expel any entrapped air. 33 5) Leave wrappers in place undisturbed until the mortar has set-up. 34 3. Interior Joints 35 a. Upon completion of backfilling of the pipe trench, fill the inside joint recess 36 with a stiff cement mortar/high-strength grout. 37 b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in 38 the joint and moisten the concrete surfaces of the joint space by spraying or 39 brushing with a wet brush. 40 c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to 41 insure that no voids remain in the joint space. 42 d. After the joint has been filled, level the surfaces of the joint mortar/grout with 43 the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 44 e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell 45 buttered with grout, prior to inserting the spigot, such that when the spigot is 46 pushed into position it will extrude surplus grout from the joint. 47 1) The surplus grout shall be struck off flush with the inside of the pipe by 48 pulling a filled burlap bag or an inflated ball through the pipe with a rope. 49 4. Welded Joints CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 16 1 a. Weld joints in accordance with the AWWA M9. 2 1) Contractor shall provide adequate ventilation for welders and for the City to 3 observe welds. 4 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet 5 welds. 6 b. Adequate provisions for reducing temperature stresses shall be the 7 responsibility of the Contractor. 8 c. Before welding: 9 1) Thoroughly clean pipe ends. 10 2) Weld pipe by machine or by the manual shielded electric arc process. 11 d. Welding shall be performed so as not to damage lining or coating. 12 e. Furnish labor, equipment, tools and supplies, including shielded type welding 13 rod. 14 1) Protect welding rod from any deterioration prior to its use. 15 2) If any portion of a box or carton is damaged, reject the entire box or carton. 16 f. In all hand welding: 17 1) The metal shall be deposited in successive layers. 18 2) Not more than 1/8 inch of metal shall be deposited in each pass. 19 3) Each pass except the final 1, whether in butt or fillet welds, shall be 20 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 21 dirt, slag or flux before the succeeding bead is applied. 22 4) Each pass shall be thoroughly fused into the plates at each side of the 23 welding groove or fillet and shall not be permitted to pile up in the center of 24 the weld. 25 5) Undercutting along the side shall not be permitted. 26 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 27 undercutting and/or any other defects. 28 h. If the ends of the pipe are laminated, split or damaged to the extent that 29 satisfactory welding contact cannot be obtained, remove the pipe from the line. 30 i. Furnish each welder employed with a steel stencil for marking the welds so that 31 the work of each welder may be identified. 32 1) Have each welder stencil the pipe adjacent to the weld with the stencil 33 assigned to him. 34 a) In the event any welder leaves the job, his stencil shall be voided and 35 not duplicated if another welder is employed. 36 j. Welders 37 1) Each welder employed by the Contractor shall be required to satisfactorily 38 pass a welding test in accordance with AWWA C206 before being allowed 39 to weld on the line. 40 2) After each welder has qualified in the preliminary tests referred to above, 41 inspections shall be made of joints in the line. 42 a) The inspection will be done by a Certified Welding Inspector retained 43 by the City. 44 3) Any welder making defective welds shall not be allowed to continue to 45 weld. 46 k. Weld Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113 -15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 16 1 1) Dye penetrant_ tests in accordance with ASTM E165, or magnetic particle 2 test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be 3 performed by the Contractor under the supervision and inspection of the 4 City's Representative or an independent testing laboratory, on all full 5 welded joints. 6 a) Welds that are defective will be replaced or repaired, whichever is 7 deemed necessary by the Engineer, at the Contractor's expense. 8 b) If the Contractor disagrees with the Engineer's interpretation of welding 9 tests, test sections may be cut from the joint for physical testing. The 10 Contractor shall bear the expense of repairing the joint, regardless of 11 the results of physical testing. 12 (1) The procedure for repairing the joint shall be approved by the 13 Engineer before proceeding. 14 5. Protection of Exposed Metal 15 a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement 16 mortar as previously specified for inside joints, unless otherwise specified in 17 the Drawings. 18 b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded 19 outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. 20 c. Thoroughly clean and wet the surface receiving a cement mortar coating with 21 water just prior to placing the cement mortar coating. 22 d. After placing, take care to prevent cement mortar from drying out too rapidly 23 by covering with damp earth or burlap. 24 e. Cement mortar coating shall not be applied during freezing weather. 25 6. Patching 26 a. Excessive field -patching of lining or coating shall not be permitted. 27 b. Patching of lining or coating will be allowed where area to be repaired does not 28 exceed 100 square inches and has no dimensions greater than 12 inches. 29 c. In general, there shall not be more than 1 patch on either the lining or the 30 coating of any 1 joint of pipe. 31 d. Wherever necessary to patch the pipe, make patch with cement mortar as 32 previously specified for interior joints. 33 e. Do not install patched pipe until the patch has been properly and adequately 34 cured and approved for laying by the City. 35 f. Promptly remove rejected pipe from the site. 36 3.5 REPAIR / RESTORATION [NOT USED] 37 3.6 RE -INSTALLATION [NOT USED] 38 3.7 FIELD QUALITY CONTROL 39 A. Field [oR] Site Tests and Inspections 40 1. Cleaning and Testing 41 a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water 42 mains 43 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the 44 water main as specified in Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331113-16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 16 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE 1.10.A.4.d. — Size revision for stull requirement 12/20/2012 D. Johnson 2.2.B.10, 11, 12 and 13 — Added reference to Sections 33 11 05 and 33 04 10; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 2 3 PART 1- GENERAL 4 1.1 SUMMARY 331114-1 BURIED STEEL PIPE AND FITTINGS Page I of 28 SECTION 33 11 14 BURIED STEEL PIPE AND FITTINGS 5 A. Section Includes: 6 1. Buried Steel Pipe 24-inches and larger for potable water applications 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. MODIFIED 1.2.A.1.c. — ADDED 20) Buried Steel Pipe Fittings 9 2. MODIFIED 1.2.A. — REMOVED 2. Buried Steel Pipe Fittings — BURIED 10 STEEL PIPE FITTINGS ARE SUBSIDIARY TO BURIED STEEL PIPE. 11 3. MODIFIED 1.3.A.4. — ADDED ASTM A1011 and A1018. 12 4. MODIFIED 1.3.A.7. — ADDED AWWA C604. 13 5. MODIFIED 1.6.C.1. — REMOVED "CERTIFICATE OF ADEQUACY" AND 14 REPLACED WITH "CERTIFED AFFIDAVIT OF COMPLIANCE". 15 6. MODIFIED 1.9.A.1.b. — Combined b. and c. so that one manufacturer is 16 responsible for quality control. 17 7. MODIFIED 1.9.A.1.e. — ADDED "within the United States to AWWA 18 Standards" 19 8. MODIFIED 2.2.B.7.a. — REFERENCED ASTM A1011 AND A1018. 20 9. MODIFIED 2.2.C.1.e.1). — REPLACED Unit Weight of Fill (W) = 130 pounds 21 per cubic foot WITH 110 pounds per cubic foot 22 10. MODIFIED 2.2.C.1.e.7). — REPLACED Soil Reaction Modulus (E') < 1,000 23 WITH Soil Reaction Modulus (E') < 600. 24 11. MODIFIED 2.2.C.8.a. — REMOVED in its entirety and REPLACED with a 25 reference to AWWA C208. 26 12. MODIFIED 2.4.C.1.a. — Pipe manufacturer's representative shall advise owner 27 and contractor in pipe handling and laying practices. 28 13. MODIFIED 3.4.A.1. — REMOVED the pipe manufacturer's recommendations 29 REPLACED with a referenced AWWA C604. 30 C. Related Specification Sections include, but are not necessarily limited to: 31 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 32 Contract 33 2. Division 1 — General Requirements 34 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 35 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 36 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 37 6. Section 33 05 10 — Utility Trench Excavation, Embedment, and Backfill 38 7. Section 33 11 05 — Bolts, Nuts, and Gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 33 11 14 -2 BURIED STEEL PIPE AND FITTINGS Page 2 of 28 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment 3 1. Buried Steel Pipe 4 a. Measurement 5 1) Measured horizontally along the surface from center line to center line of 6 the fitting or appurtenance 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per linear foot of "Steel AWWA C200 Pipe" installed for: 11 a) Various sizes 12 b) Various type of backfill 13 c. The price bid shall include: 14 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 15 Drawings 16 2) Mobilization 17 3) Coating 18 4) Lining 19 5) Pavement removal 20 6) Excavation 21 7) Hauling 22 8) Disposal of excess material 23 9) Furnishing, placement and compaction of embedment 24 10) Thrust restraint 25 11) Bolts and nuts 26 12) Welding 27 13) Gaskets 28 14) Furnishing, placement and compaction of backfill 29 15) Trench water stops 30 16) Clean-up 31 17) Cleaning 32 18) Disinfection 33 19) Testing 34 20) Buried Steel Pipe Fittings 35 2. Buried Steel Pipe Fittings 36 a. Measurement 37 1) Measurement for this Item 3hal be by lump sum. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at tho 41 Itiarv✓air. price ✓d for "Steel Fittings". 42 c. The price bid shall include: 43 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 44 Drawings 45 2) Mobilization 46 3) Coating 47 11) Lining 48 5) Pavement removal 49 6) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside 1I 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -3 BURIED STEEL PIPE AND FITTINGS Page 3 of 28 1 7) Hauling 2 8) Disposal of exwa2 r%tat jai 3 9) Ftx-nicking, placement crxI £o paction of embedment 4 10) Thrust restraint 5 11) Bolts and nuts 6 12) Welding 7 13) Gaskets 8 14)—Fk.raiiahing, placement and compaction of backfill 9 15) Trench water stops 10 16) Clean up 11 17) Cleaning 12 1 J DEinfection 13 4-9) 'r_'cc 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. American Architectural Manufacturers Association (AASHTO). 20 3. American Society of Mechanical Engineers (ASME): 21 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 22 4. ANSI International (ASTM): 23 a. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PDI 24 Tensile Strength. 25 b. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, 26 Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy 27 with Improved Formability, and Ultra -High Strength. 28 c. A1018 , Standard Specification for Steel, Sheet and Strip, Heavy- 29 Thickness Coils, Hot -Rolled, Carbon, Commercial, Drawing, Structural, 30 High -Strength Low -Alloy, High -Strength Low -Alloy with Improved 31 Formability, and Ultra -High Strength. 32 d. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 33 e. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron 34 and Steel. 35 f. C33, Standard Specifications for Concrete Aggregates. 36 g. C144, Standard Specification for Aggregate for Masonry Mortar. 37 h. C150, Standard Specification for Portland Cement. 38 i. C216, Standard Specification for Facing Brick (Solid Masonry Units Made 39 from Clay or Shale). 40 j. D16, Standard Terminology for Paint, Related Coatings, Materials, and 41 Applications. 42 k. D242, Standard Specification for Mineral Filler for Bituminous Paving 43 Mixtures. 44 1. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic 45 Coatings. 46 m. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 47 n. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable 48 Adhesion Testers. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside I1 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 4 BURIED STEEL PIPE AND FITTINGS Page 4 of 28 1 o. El 65, Standard Practice for Liquid Penetrant Examination for General 2 Industry. 3 5. American Welding Society (AWS) 4 6. D1.1, Structure Welding Code - Steel. 5 7. American Water Works Association (AWWA): 6 a. C200, Steel Water Pipe - 6 Inches and Larger. 7 b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins 8 and Larger Shop -Applied. 9 c. C206, Field Welding of Steel Water Pipe. 10 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN 11 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 12 f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel 13 Water Pipelines. 14 g. C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior of 15 Special Sections, Connections, and Fittings for Steel Water Pipelines 16 h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe 17 and Fittings 18 i. C604, Installation of Steel Water Pipe — 4 in. (100 mm) or Larger 19 j. M11, Steel Pipe - A Guide for Design and Installation. 20 8. American Water Works Association/American National Standards Institute 21 (AWWA/ANSI): 22 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 23 Fittings. 24 9. International Organization for Standardization (ISO). 25 10. NACE International (NACE): 26 a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 27 Conductive Substrates. 28 11. NSF International (NSF): 29 a. 61, Drinking Water System Components - Health Effects. 30 12. Spray Polyurethane Foam Alliance (SPFA). 31 13. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers 32 (NACE) 33 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 34 b. SP 1, Solvent Cleaning. 35 c. SP 2, Hand Tool Cleaning. 36 d. SP 3, Power Tool Cleaning. 37 14. Society for Protective Coatings/National Associate of Corrosion Engineers 38 (SSPC/NACE) 39 a. SP 10/NACE No. 2, Near -White Blast Cleaning. 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS 42 A. Submittals shall be in accordance with Section 01 33 00. 43 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 44 specials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 33 11 14 - 5 BURIED STEEL PIPE AND FITTINGS Page 5 of 28 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Exterior Coating 4 a. Material data 5 b. Application recommendations 6 c. Field touch-up procedures 7 2. Heat Shrink Sleeves, if applicable 8 a. Material data 9 b. Installation recommendations 10 3. Joint Wrappers, if applicable 11 a. Material data 12 b. Installation recommendations 13 4. Mixes 14 a. Mortar for interior joints and patches 15 b. Bonding agents for patches 16 5. Gaskets 17 B. Shop Drawings 18 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 19 Texas including: 20 a. Internal pressure 21 1) Maximum design pressure 22 2) Surge pressure 23 b. External pressure 24 1) Deflection 25 2) Buckling 26 3) Extreme loading conditions 27 c. Special physical loading such as supports or joint design 28 d. Thermal expansion and/or contraction 29 2. Thrust restraint calculations for all fittings and valves including the restraint length 30 sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths 31 shown in the Drawings. 32 3. Fabrication and lay drawings showing a schematic location with profile and a 33 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 34 Texas and includes: 35 a. Pipe class 36 b. Joint types 37 c. Fittings 38 d. Outlets 39 e. Thrust Restraint 40 f. Stationing (in accordance with the Drawings) 41 g. Transitions 42 h. Joint deflection 43 i. Interior lining 44 j. Outlet locations for welding, ventilation, and access 45 k. Welding requirements and provisions for thermal stress control 46 C. Certificates and Test Reports CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -6 BURIED STEEL PIPE AND FITTINGS Page 6 of 28 1 1. Prior to shipment of the pipe, the pipe manufacturer shall submit the following: 2 a. A Certificate of Adequacy Certified Affidavit of Compliance of Design 3 stating that the pipe to be furnished complies with AWWA C200, AWWA 4 C205, AWWA C210, AWWA C222 and these Specifications. 5 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. 6 c. Mill certificates, including chemical and physical test results for each heat of 7 steel. 8 d. A Certified Test Report from the polyurethane coating manufacturer indicating 9 that the coatings were applied in accordance with manufacturer's requirements 10 and in accordance with this Specification. 11 e. Certified test reports for welder certification for factory and field welds in 12 accordance with AWWA C200, Section 4.11. 13 f. Certified test reports for cement mortar tests. 14 g. Certified test reports for steel cylinder tests. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. Manufacturers 20 a. Shall be certified under S.P.F.A. or I.S.O. quality certification program for 21 steel pipe and accessory manufacturing 22 b. Pipe manufacturing operations (pipe, lining, coating, fabrication) shall be 23 performed at a single facility and under the control of one manufacturer. 24 c. Finished pipe shall be the product of 1 manufacturer. 25 d. Pipe manufacturing operations (pipe, lining and coatings) shall be performed 26 under the control of the manufacturer. 27 e. The pipe manufacturer shall not have less than 5 years successful experience 28 manufacturing pipe within the United States to AWWA Standards of the 29 particular type and size indicated or demonstrate an experience record that is 30 satisfactory to the Engineer and City. 31 1) This experience record will be thoroughly investigated by the Engineer, 32 and acceptance will be at the sole discretion of the Engineer and City. 33 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be 34 performed at 1 location, unless otherwise approved by the Engineer. 35 f. Manufacture pipe in accordance with the latest revisions of AWWA C200, 36 AWWA C205, AWWA C210 and AWWA C222. 37 1.10 DELIVERY, STORAGE, AND HANDLING 38 A. Packing 39 1. Prepare pipe for shipment to: 40 a. Afford maximum protection from normal hazard of transportation 41 b. Allow pipe to reach project site in an undamaged condition 42 2. Pipe damaged in shipment shall not be delivered to the project site unless such 43 damaged pipe is properly repaired. 44 3. After the completed pipe and fittings have been removed from the final cure at the 45 manufacturing plant: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331114-7 BURIED STEEL PIPE AND FITTINGS Page 7 of 28 1 a. Protect pipe lining from drying by means of plastic end covers banded to the 2 pipe ends. 3 b. Maintain covers over the pipe ends at all times until ready to be installed. 4 c. Moisture shall be maintained inside the pipe by periodic addition of water, as 5 necessary. 6 4. Pipes shall be carefully supported during shipment and storage. 7 a. Pipe, fittings and specials shall be separated so that they do not bear against 8 each other and the whole load shall be securely fastened to prevent movement 9 in transit. 10 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 11 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to 12 protect the pipe from damage. 13 d. Each end of each length of pipe, fitting or special and the middle of each pipe 14 joint shall be internally supported and braced with stulls to maintain a true 15 circular shape. 16 1) Internal stulls shall consist of timber or steel firmly wedged and secured so 17 that stulls remain in place during storage, shipment and installation. 18 2) Pipe shall be rotated so that 1 stull remains vertical during storage, 19 shipment and installation. 20 3) At a minimum, stulls shall be placed at each end and center. 21 a) Additional stulls may be required depending upon the length of the 22 joints and pipe design. 23 4) Stulls shall not be removed until backfill operations are complete 24 (excluding final clean up), unless it can be demonstrated to the City's 25 satisfaction that removal of stulls will not adversely affect pipe installation. 26 B. Delivery, Handling, and Storage 27 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the 28 Contractor shall inspect the pipe's interior coating for excessive cracking. 29 2. If excessive cracking is found, the Contractor shall modify shipping procedures to 30 reduce or eliminate cracking. 31 3. Deliver, handle and store pipe in accordance with the manufacturer's 32 recommendations to protect coating systems. 33 4. Secure and maintain a location to store the material in accordance with Section 01 34 66 00. 35 1.11 FIELD CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] 37 PART 2 - PRODUCTS 38 2.1 OWNER -FURNISHED [NOT USED] 39 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 40 A. Manufacturers 41 1. Only the manufacturers as listed by the City's Standard Products List will be 42 considered as shown in Section 01 60 00. 43 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside I1 48-Inch Water Main, Phase I Part I City Project No. 02082 2 33 11 14 -8 BURIED STEEL PIPE AND FITTINGS Page 8 of 28 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3 B. Materials 4 1. General 5 a. Pipe shall be manufactured in accordance with the latest revisions of AWWA 6 C200, AWWA C205, AWWA C210 and AWWA C222. 7 b. All pipe lining material in contact with potable water shall meet the 8 requirements of NSF 61. 9 2. Exterior Polyurethane Coating 10 a. For Pipe: 11 1) Polyurethane Coating shall be factory applied and meet the requirements of 12 AWWA C222. Use a Coating Standard ASTM D16, Type V system which 13 is a 100 percent solids, 2-component polyurethane (or 2-package 14 polyisocyanate, polyol-cured urethane) coating. 15 a) Components shall have balanced viscosities in their liquid state and 16 shall not require agitation during use. 17 b) Conversion to Solids by Volume: 97 percent ± 3 percent 18 c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F 19 d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has 20 been blasted to comply with SSPC SP 10/NACE No. 2 21 (1) Cure Time: For handling in 2-3 minutes at 120 degrees F and full 22 cure within 7 days at 70 degrees F 23 e) Maximum Specific Gravities 24 (1) Polyisocyanate resin, 1.20 25 (2) Polyol resin, 1.15 26 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter 27 steel ball 28 g) Minimum Tensile Strength: 2000 psi 29 h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale 30 in accordance with ASTM D2240 31 i) Flexibility Resistance 32 (1) ASTM D522 using 1-inch mandrel 33 (2) Allow coating to cure for 7 days. 34 (3) Perform testing on test coupons held for 15 minutes at temperature 35 extremes specified above. 36 j) Dry Film Thickness: 35 mils 37 k) Coating shall be a self priming, plural component, 100 percent solids, 38 non -extended polyurethane, suitable for burial or immersion and shall 39 be: 40 (1) Corropipe II Omni as manufactured by Madison Chemical 41 Industries Inc. 42 (2) Durashield 210 as manufactured by LifeLast, Inc., or 43 (3) Protec II, as manufactured by ITW — Futura Coatings, Inc. 44 2) The coating manufacturer shall have a minimum of 5 years experience in 45 the production of this type coating. 46 b. For Specials, Fittings, Repair and Connections 47 1) Provide shop -applied and field -applied coating as follows: 48 a) Corropipe II Omni, and GP II (E) Touch -Up, respectively, as 49 manufactured by Madison Chemical Industries, or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-1nch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -9 BURIED STEEL PIPE AND FITTINGS Page 9 of 28 1 b) Durashield 210, Durashield 310, or Durashield 310 JARS as 2 manufactured by LifeLast, Inc., or 3 c) Protec II, or as recommended by the coating manufacturer. 4 d) Properties specified above. 5 e) Mix and apply polyurethane coatings in accordance with the coating 6 manufacturer's recommendations. 7 3. Cement Mortar Linings 8 a. Cement mortar linings shall be shop -applied. 9 b. Shop -applied cement mortar linings shall conform to the requirements of 10 AWWA C205 with the following modifications: 11 1) Sand used for cement mortar shall be silica sand ASTM C33. 12 2) Curing of the linings shall conform to the requirements of AWWA C205. 13 4. Gaskets 14 1) Flange in accordance with AWWA C207. 15 2) Provide Gaskets in accordance with Section 33 11 05. 16 5. Bolts and Nuts 17 a. Flanged Ends 18 1) Flange in accordance with AWWA C207. 19 2) Provide bolts and nuts in accordance with Section 33 11 05. 20 6. Flange Coatings 21 a. Flange Coatings in accordance with Section 33 11 05. 22 7. Steel shall: 23 a. Meet the requirements of AWWA C200 and ASTM A1011 / ASTM A1018 24 b. Be of continuous casting 25 c. Be homogeneous 26 d. Be suitable for field welding 27 e. Be fully kilned 28 f. Be fine austenitic grain size 29 8. Bend Fittings 30 a. Fabricate all fittings from hydrostatically tested pipe. 31 b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 32 9. Threaded Outlets 33 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 34 install brass bushings for the outlet size indicated. 35 10. Weld Lead Outlets 36 a. Use of threaded outlets for access for weld leads is permitted. 37 b. Additional outlet configurations shall be approved by the Engineer. 38 c. Outlets shall be welded after use. 39 11. Mixes 40 a. Mortar for Joints 41 1) Mortar shall be 1 part cement to 2 parts sand. 42 2) Cement shall be ASTM C150, Type I or II. 43 3) Sand shall be of sharp silica base. 44 a) Sand shall conform to ASTM C144. 45 4) Interior joint mortar shall be mixed with as little water as possible so that 46 the mortar is very stiff, but workable. 47 5) Water for cement mortar shall be from a potable water source. 48 6) Mortar for patching shall be as per interior joints. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 10 BURIED STEEL PIPE AND FITTINGS Page 10 of 28 1 b. Bonding Agent 2 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement 3 lining is in contact with potable water. 4 2) Bonding agent for cement mortar lining patching shall be: 5 a) Probond Epoxy Bonding Agent ET-150, parts A and B 6 b) Sikadur 32 Hi -Mod, or 7 c) Approved equal 8 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe 9 a. Primer: Provide as recommended by the sleeve manufacturer. 10 b. Filler Mastic: Provide mastic filler as recommended by the heat shrink sleeve 11 manufacturer. 12 1) Size and type shall be as recommended by the sleeve manufacturer for type 13 of pipe and joint. 14 c. Joint Coating: Cross -linked polyolefin wrap or sleeve with a mastic sealant, 85 15 mils total thickness, suitable for pipeline operating temperature, sleeve material 16 recovery as recommended by the manufacturer. 17 1) High recovery sleeves shall be provided for bell and spigot and coupling 18 style joints with a minimum of 50 percent recovery. 19 2) Sleeve length shall provide a minimum of 3 inches overlap onto intact pipe 20 coating on each side of the joint. 21 3) Width to take into consideration shrinkage of the sleeve due to installation 22 and joint profile 23 d. Heat shrink sleeves shall meet AWWA C216, as manufactured by: 24 1) Canusa 25 2) Raychem, or 26 3) Approved equal 27 e. Provide heat shrink sleeve suitable to interior joint welding without damage to 28 heat shrink sleeve. 29 C. Performance / Design Criteria 30 1. Pipe Design 31 a. Steel pipe shall be designed, manufactured and tested in conformance with 32 AWWA C200, AWWA Ml 1 and these Specifications. 33 b. Sizes and pressure classes (working pressure) shall be as shown below. 34 c. For the purpose of pipe design, the transient pressure plus working pressure 35 shall be as indicated below. 36 d. Fittings, specials and connections shall be designed for the same pressures as 37 the adjacent pipe. 38 e. Pipe design shall be based on trench conditions and the design pressure in 39 accordance with AWWA M1 1; using the following parameters: 40 1) Unit Weight of Fill (W) = 130 110 pounds per cubic foot 41 2) Live Load 42 a) = AASHTO HS 20, at all locations except at railroads 43 b) = Cooper E80, at Railroads 44 3) Trench Depth = As indicated in the Drawings 45 4) Deflection Lag Factor (Di) = 1.0 46 5) Coefficient (K) = 0.10 47 6) Maximum Calculated Deflection: 48 a) Dx = 3 percent (for polyurethane coated pipe) 49 b) Dx = 2 percent (for cement mortar coated pipe) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 331114-11 BURIED STEEL PIPE AND FITTINGS Page 11 of 28 1 7) Soil Reaction Modulus (E') < -14400 600 2 8) Working Pressure = 150 psi 3 a) Test Pressure = 4 (1) No less than 1.25 minimum times the stated working pressure (187 5 psi minimum) of the pipeline measured at the highest elevation 6 along the test section. 7 (2) No less than 1.5 times the stated working pressure (225 psi 8 minimum) at the lowest elevation of the test section. 9 9) Surge Allowance = 100 psi, minimum 10 a) Where Total Pressure (including surge) = 150 psi + 100 psi = 250 psi 11 f. Fittings and specials shall be: 12 1) Designed in accordance with AWWA C208 and AWWA Mil except that 13 crotch plates shall be used for outlet reinforcement for all Pressure 14 Diameter Values, PDV, greater than 6,000. 15 g. Where the pipe requires additional external support to achieve the specified 16 maximum deflection, the Contractor and pipe supplier will be required to 17 furnish alternate methods for pipe embedment. 18 1) No additional compensation will be made to the Contractor by the Owner 19 where this method is required. 20 h. Trench depths indicated shall be verified after existing utilities are located. 21 1) Vertical alignment changes required because of existing utility or other 22 conflicts shall be accommodated by an appropriate change in pipe design 23 depth. 24 2) In no case shall pipe be installed deeper than its design allows. 25 i. Field fabrication or cutting is not allowed, unless otherwise approved by the 26 City. 27 2. Provisions for Thrust 28 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 29 1) Thrust at bends adjacent to casing shall be restrained by welding joints 30 through the casing and a sufficient distance each side of the casing. 31 2) The distance for thrust restraint shown on the Drawings is the minimum 32 restraint and does not relieve the manufacturer from calculating the 33 restraint needs as specified herein. 34 a) In no case shall the restrained distance be less than indicated on the 35 Drawings. 36 b. Restrained joints shall be used a sufficient distance from each side of the bend, 37 tee, plug or other fitting to resist thrust which develops at the design pressure 38 of the pipe. 39 c. Restrained joints shall consist of welded joints. 40 d. The length of pipe designed with restrained joints to resist thrust shall be 41 verified by the pipe manufacturer in accordance with AWWA Mil and the 42 following: 43 1) The weight of the earth (We) shall be calculated as the weight of the 44 projected soil prism above the pipe, for unsaturated soil conditions 45 2) Soil Density = 110 pounds per cubic foot (maximum value to be used), for 46 unsaturated soil conditions 47 3) Coefficient of Friction = 0.25 (maximum value to be used for polyurethane 48 coated steel pipe). 49 4) If indicated on the Drawings and the Geotechnical Borings that ground 50 water is expected, account for reduced soil density. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 12 BURIED STEEL PIPE AND FITTINGS Page 12 of 28 1 5) For horizontal bends, the length of pipe to be restrained shall be calculated 2 as follows: 3 4 L= PA(1—cos A) 5 f (2We+ Wp + WW) 6 7 Where: 8 A = Deflection angle 9 L = Length of pipe to be restrained on each side 10 P = internal pressure 11 A = Cross sectional area of pipe steel cylinder I.D. 12 We = Weight of prism of soil over the pipe 13 Wp = Weight of pipe 14 Ww, = Weight of water 15 f = Coefficient of friction between pipe and soil 16 3. Inside Diameter 17 a. The inside diameter, including the cement -mortar lining, shall be a minimum 18 of the nominal diameter of the pipe specified, unless otherwise indicated on the 19 Drawings. 20 4. Wall Thickness 21 a. The minimum pipe wall steel thickness shall be as designed, but not less than 22 0.25 inches or pipe D/240, whichever is greater for pipe and fittings, with no 23 minus tolerance, where D is the nominal inside pipe diameter. 24 b. Where indicated on the Drawings, pipe and fittings shall have thicker steel pipe 25 wall. 26 c. The minimum steel wall thickness shall also be such that the fiber stress shall 27 not exceed: 28 1) 50 percent of the minimum yield strength of the steel for working pressure 29 and 30 2) 75 percent of the minimum yield strength of the steel at the maximum 31 pressure (including transient pressure), nor the following, at the specified 32 working pressure: 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 Pipe Type Polyurethane Coated Steel Mortar Coated Steel 331114-13 BURIED STEEL PIPE AND FITTINGS Page 13 of 28 Maximum Stress at Working Pressure 23,000 psi NOT USED 2 a) 3 d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel 4 thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the 5 nominal pipe diameter. 6 e. Pipe, fittings and specials shall be designed such that the maximum stresses in 7 the pipe due to thrust loading will not exceed 18,000 psi. 8 5. Seams 9 a. Except for mill -type pipe, the piping shall be made from steel plates rolled into 10 cylinders or sections thereof with the longitudinal and girth seams butt welded 11 or shall be spirally formed and butt welded. 12 1) There shall be not more than 2 longitudinal seams. 13 2) Girth seams shall be butt welded and shall not be spaced closer than 6 feet 14 except in specials and fittings. 15 6. Joint Length 16 a. Maximum joint length shall not exceed 50 feet. 17 b. Maximum joint length of steel pipe installed in casing shall meet the project 18 requirements. 19 c. Manufactured random segments of pipe will not be permitted for straight runs 20 of pipe. 21 1) Closing piece segments, however, shall be acceptable. 22 7. Joint Bonds, Insulated Connections and Flange Gaskets 23 a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance 24 with Section 33 04 10. 25 8. Bend Fittings 26 a. All bend fittings 2hall'hc !ong radil,c tc p`rrrnit luassage of p;pelir' p gs—A11 27 bend fittings shall be in accordance with AWWA C208 and have a 28 minimum radius of 2.5 times the pipe diameter (2.5D). 29 9. Pipe Ends 30 a. Pipe ends shall be: 31 1) Lap welded slip joints 32 2) Butt strap joint 33 3) Flanged joint 34 4) Flexible coupled joint 35 5) Roll groove gasket joint 36 b. Pipe ends shall be welded or harnessed where indicated and as necessary to 37 resist thrust forces. 38 1) Thrust at bends adjacent to casing shall be restrained by welding joints 39 through the casing and a sufficient distance each side of the casing. 40 c. Rubber Gasket Joint 41 1) Rubber gasketed joints (0-ring or Carnegie Joints) will only be allowed for 42 pipe sizes 54-inch diameter and smaller. 43 2) Joints shall conform to AWWA C200 standard. 44 3) The joints shall consist of: 45 a) Bell CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside 11 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 331114-14 BURIED STEEL PIPE AND FITTINGS Page 14 of 28 1 (1) Flared bell end formed and sized by forcing the pipe or a plug die 2 or by expanding on segmental dies. 3 b) Spigot 4 (1) Rolled spigot or carnegie shaped steel joint ring in accordance with 5 AWWA C200 and as shown as Item F or H in Figure 8-1 of the 6 AWWA M11. 7 4) The welded area of bell and spigot pipe ends shall be checked after 8 forming by the dye penetrant or magnetic particle method. 9 5) The difference in diameter between the interior diameter (I.D.) of the bell 10 and the outer diameter (O.D.) of the spigot shoulder at point of full 11 engagement with an allowable deflection shall be no more than 0.04 inches 12 as measured on the circumference with a diameter tape. 13 6) The gasket shall have sufficient volume to approximately fill the area of 14 the groove and shall conform to AWWA C200. 15 7) The joint shall be suitable for the specified test and/or surge pressure and 16 deflection. 17 8) Joints shall be of clearances such that water tightness shall be provided 18 under all operating and test conditions with a pipe diameter deflection 19 based upon the supplied pipe coating. 20 9) Joints shall be electrically continuous. 21 d. Lap Welded Slip Joint 22 1) Lap welded slip joint shall be provided in all locations for pipe larger than 23 24-inches and where joints are welded for thrust restraint. 24 2) Lap welded slip joints may be welded from the inside or outside. 25 3) Ends of pipe, fittings and specials for field welded joints shall be prepared 26 with 1 end expanded in order to receive a plain end making a bell and plain 27 end type of joint. 28 a) Clearance between the surfaces of lap joints shall not exceedl/8 inch at 29 any point around the periphery. 30 4) In addition to the provisions for a minimum lap of 1'/2 inches as specified 31 in AWWA C200, the depth of bell shall be such as to provide for a 32 minimum distance of 1 inch between the weld and the nearest tangent of 33 the bell radius when welds are to be located on the inside of the pipe. 34 e. Fittings with Flanges 35 1) Flanged joints shall be provided at connections to valves and where 36 indicated on the Drawings. 37 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 38 welds ground flush to accommodate the type of flanges provided. 39 3) Pipe flanges and welding of flanges to steel pipe shall conform to the 40 requirements of AWWA C207 and AWWA C206. 41 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 42 pipe class. 43 5) Flanges shall match the fittings or appurtenances which are to be attached. 44 6) Flanges shall be Class E with 275 psi working pressure in accordance with 45 AWWA C207 and drilled in accordance with ASME B16.1 Class 125 for 46 areas designated with a 225 test pressure. 47 7) When Isolation Flanges are required by the Drawings, Drillings shall 48 accommodate the required spacing for mylar sleeves according to Section 49 33 04 10. 50 f. Flexible Couplings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 4 5 6 7 8 9 10 11 g. 33 11 14 - 15 BURIED STEEL PIPE AND FITTINGS Page 15 of 28 1) Flexible couplings shall be provided where specified on the Drawings. 2) Ends to be joined by flexible couplings shall be: a) Plain end type, prepared as stipulated in AWWA C200. b) Welds on ends to be joined by couplings shall be ground flush to permit slipping the coupling in at least 1 direction to clear the pipe joint. c) Harness bolts and lugs shall comply with AWWA M11. Butt Strap Closure Joints 1) Where necessary to make closure to pipe previously laid, closure joints shall be installed using butt strap joints in accordance with AWWA C206 and applicable provisions of this Specification. 12 10. Polyurethane Coating 13 a. Applicator Qualifications 14 1) Equipment shall be certified by the coating manufacturer to meet the 15 requirements for: 16 a) Material mixing 17 b) Temperature control 18 c) Application rate 19 d) Ratio control for multi -part coatings 20 2) Equipment not meeting the written requirements of the coating 21 manufacturer shall be rejected for coating application until repairs or 22 replacement of the equipment is made to the satisfaction of the City. 23 3) Personnel responsible for the application of the coating system shall: 24 a) Provide certification of attendance at the coating manufacturer's 25 training class within the last 3 years 26 b) Be present during all coating application work and shall have 27 responsibility for controlling all aspects of the coating application 28 b. Surface Preparation 29 1) Remove visible oil, grease, dirt and contamination in accordance with 30 SSPC SP 1. 31 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, 32 gouges or delaminations in the metal by filing or grinding prior to abrasive 33 surface preparation. 34 3) In cold weather or when moisture collects on the pipe and the temperature 35 of the pipe is less than 45 degrees F, preheat pipe to a temperature between 36 45 and 90 degrees F and 5 degrees F above dew point. 37 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to 38 produce the surface preparation cleanliness as required by coating 39 manufacturer and as specified. 40 a) Recycled abrasive shall be cleaned of debris and spent abrasive in an 41 air wash separator. 42 5) Blast media mixture and gradation shall be adequate to achieve a sharp 43 angular surface profile as required by coating manufacturer and to the 44 minimum depth specified. 45 6) Protect prepared pipe from humidity, moisture and rain. 46 7) Keep pipe clean, dry and free of flash rust. 47 a) Remove all flash rust, imperfections or contamination on cleaned pipe 48 surface by reblasting prior to primer application. 49 8) Complete priming and coating of pipe in a continuous operation the same 50 day as surface preparation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 16 BURIED STEEL PIPE AND FITTINGS Page 16 of 28 1 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10/NACE 2 No. 2; to a near -white blast cleaning with a minimum 3.0 mil angular 3 profile in bare steel. 4 c. Equipment 5 1) 2-component, heated airless spray unit in accordance with coating 6 manufacturer's recommendation 7 d. Temperature 8 1) Minimum 5 degrees F above dew point temperature 9 a) The temperature of the surface shall not be less than 60 degrees F 10 during application. 11 e. Humidity 12 1) Heating of pipe surfaces may be required to meet requirements of this 13 Section if relative humidity exceeds 80 percent. 14 f. Resin 15 1) Do not thin or mix resins; use as received. 16 2) Store resins at a temperature recommended by the coating manufacturer. 17 g. Application 18 1) Applicator shall be certified by the coating manufacturer and conform to 19 coating manufacturer's recommendations. 20 a) Thinning is not permitted. 21 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 22 mils. 23 3) Multiple -pass, 1 coat application process is permitted provided maximum 24 allowable recoat time specified by coating manufacturer is not exceeded. 25 4) Provide cutbacks in accordance with coating manufacturer's 26 recommendations as appropriate for the type of joint and heat shrink sleeve 27 to be used. 28 h. Recoating 29 1) Recoat only when coating has cured less than maximum time specified by 30 coating manufacturer. 31 2) When coating has cured for more than recoat time, brush -blast or 32 thoroughly sand the surface. 33 3) Blow -off cleaning using clean, dry, high pressure compressed air. 34 i. Curing 35 1) Do not handle pipe until coating has been allowed to cure, per 36 manufacturer's recommendations. 37 2.3 ACCESSORIES [NOT USED] 38 2.4 SOURCE QUALITY CONTROL 39 A. Marking for Identification 40 41 42 43 44 a. b. c. d. For each joint of pipe and each fitting, plainly mark on 1 end: Class for which it is designated Date of manufacturer Identification number Top centerlines shall be marked on all specials 45 B. Factory Testing 46 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in 47 accordance with AWWA C205. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -17 BURIED STEEL PIPE AND FITTINGS Page 17 of 28 1 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance with 2 AWWA C222. 3 a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 4 1) Test coating system applied to the pipe for holidays according to the 5 procedures outlined in NACE SP0188 using a high voltage spark tester 6 (operating at 100 volts per mil), for the dry film thickness (DFT) specified 7 of 35 mil. 8 b. Adhesion Testing 9 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 10 pounds per square inch, minimum. 11 2) Test polyurethane coating adhesion to steel substrates using pneumatic pull 12 off equipment, such as HATE Model 108 or Delfesko Positest, in 13 accordance with ASTM D4541 and AWWA C222, except as modified in 14 this Section. 15 3) Adhesion testing records shall include: 16 a) Pipe identification 17 b) Surface tested (interior or exterior) 18 c) Surface temperature 19 d) Coating thickness 20 e) Tensile force applied 21 f) Mode of failure 22 g) Percentage of substrate failure relative of dolly surface 23 4) Glue dollies for adhesion testing to the coating surface and allowed to cure 24 for a minimum of 12 hours. 25 a) Because of high cohesive strength, score polyurethane coatings around 26 the dolly prior to conducting the adhesion test. 27 5) Failure shall be by adhesive and cohesive failure only. 28 a) Adhesive failure is defined as separation of the coating from the steel 29 substrate. 30 b) Cohesive failure is defined as failure within the coating, resulting in 31 coating remaining both on the steel substrate and dolly. 32 6) Retest partial adhesion and glue failure if the substrate failure is less than 33 50 percent relative of the dolly surface area and the applied tension was 34 less than the specified adhesion. 35 7) Glue failures in excess of the minimum required tensile adhesion are 36 accepted as meeting the specified adhesion requirements. 37 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and 38 lining independently (where applicable). 39 9) Frequency of adhesion testing in accordance with AWWA C222. 40 10) Randomly select repair patches on the polyurethane coating for adhesion 41 testing in a manner as described herein and at the discretion of the coating 42 inspector conducting the adhesion tests. 43 a) Adhesion of repairs shall be as specified by the coating manufacturer 44 for the type of repair. 45 C. Manufacturer's Technician for Pipe Installation 46 1. Pipe Manufacturer's Representative CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 18 BURIED STEEL PIPE AND FITTINGS Page 18 of 28 1 a. If required by the Engineer or requested by the Contractor during construction, 2 the pipe manufacturer shall furnish the services of a factory trained, qualified, 3 job experienced technician to advise and instruct as necessary owner and 4 contractor in pipe handling and laying practices. and -pipe -jointing. 5 1) The technician shall assist and advise the Contractor in his pipe laying 6 operations and shall instruct construction personnel in proper joint 7 assembly and joint inspection procedures. 8 2) The technician is not required to be on -site full time; however, the 9 technician shall be regularly on -site during the first 2 weeks of pipe laying 10 and thereafter as requested by the Engineer, City or Contractor. 11 2. Polyurethane Coating Manufacturer's Representative 12 a. The pipe manufacturer shall provide services of polyurethane coating 13 manufacturer's representative and a representative from the heat shrink joint 14 manufacturer for a period of not less than 3 days at beginning of actual pipe 15 laying operations to advise Contractor and City regarding installation, 16 including but not limited to: 17 1) Handling and storage 18 2) Cleaning and inspecting 19 3) Coating repairs 20 4) Field applied coating 21 5) Heat shrink installation procedures 22 6) General construction methods and how they may affect pipe coating 23 b. Representative shall be required to return if, in the opinion of the Engineer, the 24 polyurethane coating or the Contractor's construction methods do not comply 25 with Contract Specifications. 26 1) Cost for the manufacturer's representatives to return to the site shall be at 27 no additional cost to the City. 28 D. Hydrostatic Pressure Testing 29 1. Perform hydrostatic pressure testing in accordance with AWWA C2OO. 30 2. Hydrostatically test each joint of pipe prior to application of lining or coating. 31 a. The internal test pressure shall be that which results in a fiber stress equal to 75 32 percent of the minimum yield strength of the steel used. 33 b. Each joint of pipe tested shall be completely watertight under maximum test 34 pressure. 35 c. Test pressure shall be held for sufficient time to observe the weld seams. 36 d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 37 1) The pipe shall be numbered in order that this information can be recorded. 38 3. Test fittings by: 39 a. Hydrostatic test 40 b. Magnetic particle test 41 c. Ultrasonic 42 d. Radiography 43 e. Dye penetrant test 44 E. City Testing and Inspection 45 1. Pipe may be subject to inspection at the manufacturer's facility by an independent 46 testing laboratory, which laboratory shall be selected and retained by the City. 47 a. Representatives of the City, City's laboratory, or the Engineer shall have 48 access to the work whenever it is in preparation or progress. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 19 BURIED STEEL PIPE AND FITTINGS Page 19 of 28 1 b. Pipe manufacturer shall provide proper facilities for access and for inspection. 2 c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior 3 to the pipe fabrication so that the City may advise the manufacturer as to the 4 City's decision regarding tests to be performed by an independent testing 5 laboratory. 6 d. Material, fabricated parts and pipe, which are discovered to be defective, or 7 which do not conform to the requirements of this Specification shall be subject 8 to rejection at any time prior to City's final acceptance of the product. 9 2. The inspection and testing by the independent testing laboratory anticipates that 10 production of pipe shall be done over a normal period of time and without "slow 11 downs" or other abnormal delays. 12 a. The pipe manufacturer shall coordinate their manufacturing schedule with the 13 Contractor and advise the Contractor of any changes in the schedule. 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. General 20 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as 21 specified in AWWA M11, in accordance with the pipe manufacturer's 22 feeeffifnenclatiefts AWWA C604, Installation of Buried Steel Water Pipe — 4- 23 inches & Larger and as required for the proper functioning of the completed pipe 24 line. 25 2. Lay pipe to the lines and grades as indicated in the Drawings. 26 3. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 27 4. For installation of carrier pipe within casing, see Section 33 05 24. 28 5. Inspect and test each joint for holidays just prior to pipe being lowered into the 29 ditch. 30 a. All damaged areas and holidays are to be repaired before the pipe is lowered 31 into the trench. 32 6. Place and consolidate embedment and backfill prior to removing pipe stulls. 33 7. Maximum allowable pipe deflection is limited to: 34 a. 2 percent for mortar coated steel pipe 35 b. 3 percent for polyurethane coated steel pipe 36 8. Install bonds at all pipe joints, except for welded joints or insulated joints. 37 B. Pipe Handling 38 1. Haul and distribute pipe and fittings at the project site. 39 2. Handle pipe with care to avoid damage. 40 a. Pipe shall be handled at all times with sufficient non-abrasive slings, belts or 41 other equipment designed to prevent damage to the coating or lining. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside tI 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -20 BURIED STEEL PIPE AND FITTINGS Page 20 of 28 1 b. The spacing of pipe supports required to handle the pipe shall be adequate to 2 prevent cracking or damage to the lining or coating. 3 c. Inspect each joint of pipe and reject or repair any damaged pipe prior to 4 lowering into the trench. 5 d. The equipment shall be kept in such repair that its continued use is not 6 injurious to the coating. 7 e. Do not lay pipe in wet conditions. 8 3. At the close of each operating day: 9 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and 10 after the laying operation. 11 b. Effectively seal the open end of the pipe using a gasketed night cap. 12 C. Line Up at Bends 13 1. Line up pipe for joining so as to prevent damage thereto. 14 a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign 15 matter, rust and scale before placing spigot into bell. 16 2. Where abrupt changes in grade and direction occur, employ special shop fabricated 17 fittings for the purpose. 18 a. Field cutting the ends of the steel pipe to accomplish angular changes in grade 19 or direction of the line shall not be permitted. 20 D. Pipe Laying 21 1. Rubber Gasket Joints 22 a. Join rubber gasket joints in accordance with the manufacturer's 23 recommendations. 24 b. Clean bell and spigot of foreign material. 25 c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of 26 the pipe. 27 d. Engage spigot as far as possible in bell. 28 e. Joint deflection or pull shall not exceed the manufacturer's recommendation. 29 f. Check gasket with feeler gauge all around the pipe. 30 g. In areas of petroleum hydrocarbon soil contamination, install special Neoprene 31 gaskets or approved equal. 32 2. Welded Joints 33 a. Weld joints in accordance with AWWA C206. 34 1) Contractor shall provide adequate ventilation for welders and for City's 35 representative to observe welds. 36 2) Welds shall be full circle fillet welds, unless otherwise specified. 37 3) Welding shall be completed after application of field applied joint coating. 38 b. Adequate provisions for reducing temperature stresses shall be the 39 responsibility of the Contractor. 40 c. After the pipe has been joined and properly aligned and prior to the start of the 41 welding procedure: 42 1) The spigot and bell shall be made essentially concentric by shimming or 43 tacking to obtain clearance tolerance around the periphery of the joint. 44 2) In no case shall the clearance tolerance be permitted to accumulate. 45 d. Before welding: 46 1) Thoroughly clean pipe ends. 47 2) Weld pipe by machine or by the manual shielded electric arc process. 48 3) Welding shall be performed so as not to damage lining or coating. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 28 1 4) Cover the polyurethane coating as necessary to protect from weld splatter. 2 e. Furnish labor, equipment, tools and supplies, including shielded type welding 3 rod. 4 1) Protect welding rod from any deterioration prior to its use. 5 2) If any portion of a box or carton is damaged, reject the entire box or carton. 6 f. Hand Welding 7 1) The metal shall be deposited in successive layers. 8 2) Not more than 1/8 inch of metal shall be deposited in each pass. 9 3) Each pass except the final 1, whether in butt or fillet welds, shall be 10 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 11 dirt, slag or flux before the succeeding bead is applied. 12 4) Each pass shall be thoroughly fused into the plates at each side of the 13 welding groove or fillet and shall not be permitted to pile up in the center 14 of the weld. 15 5) Undercutting along the side shall not be permitted. 16 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 17 undercutting and/or any other defects. 18 h. If the ends of the pipe are laminated, split or damaged to the extent that 19 satisfactory welding contact cannot be obtained, remove the pipe from the line. 20 i. Furnish each welder employed with a steel stencil for marking the welds, so 21 that the work of each welder may be identified. 22 j. Have each welder stencil the pipe adjacent to the weld with the stencil assigned 23 to him. 24 1) In the event any welder leaves the job, his stencil shall be voided and not 25 duplicated if another welder is employed. 26 k. Welders 27 1) Use only competent, skilled and qualified workmen. 28 a) Each welder employed by the Contractor shall be required to 29 satisfactorily pass a welding test in accordance with AWWA C206 30 before being allowed to weld on the line. 31 b) After each welder has qualified in the preliminary tests referred to 32 above, inspections shall be made of joints in the line. 33 c) Any welder making defective welds shall not be allowed to continue to 34 weld. 35 E. Interior Joint Grouting 36 1. Upon completion of backfilling of the pipe trench, clean out dirt or trash which has 37 collected in the joint and moisten the concrete surfaces of the joint space by 38 spraying or brushing with a wet brush. 39 2. Fill the inside of the joint recess with a stiff cement mortar. 40 3. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots 41 are required, apply a bonding agent to mortar and steel surface prior to placing joint 42 mortar. 43 4. Ram or pack the stiff mortar into the joint space and take extreme care to ensure 44 that no voids remain in the joint space. 45 5. After the joint has been filled, level the surfaces of the joint mortar with the interior 46 surfaces of the pipe with a steel trowel so that the surface is smooth. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 22 BURIED STEEL PIPE AND FITTINGS Page 22 of 28 1 6. Interior joints of pipe 24-inch and smaller shall have the bell buttered with mortar, 2 prior to inserting the spigot, such that when the spigot is pushed into position it will 3 extrude surplus mortar from the joint. 4 a. The surplus mortar shall be struck off flush with the inside of the pipe by 5 pulling a filled burlap bag or inflated ball through the pipe with a rope. 6 F. Exterior Joint Protection 7 1. Heat Shrink Sleeves 8 a. General 9 1) Buried pipe joints shall be field coated after pipe assembly in accordance 10 with AWWA C216, using Heat Shrink Sleeves. 11 2) Width of heat shrink sleeve shall be sufficient to overlap the polyurethane 12 coating by a minimum of 3 inches. 13 3) Overlapping of 2 or more heat shrink sleeves to achieve the necessary 14 width will not be permitted. 15 b. Installation 16 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 17 other foreign contaminates with a wire brush in accordance with 18 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 19 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 20 a) Clean the full circumference of the pipe and a minimum of 6 inches 21 onto the existing coating. 22 2) Remove all loose or damaged pipe coating at joint and either repair the 23 coating as specified herein or increase the length of the joint coating, where 24 reasonable and practical. 25 3) Complete joint bonding of non -welded pipe joints before application of 26 joint coating. 27 4) Joint bonds shall be low profile bonds and all gaps and crevices around the 28 bonds shall be filled with mastic sealant. 29 5) Store sleeves in shipping box until use is required. 30 a) Keep dry and sheltered from exposure to direct sunlight. 31 b) Store off the ground or concrete floors and maintain at a temperature 32 between 60 degrees F and 100 degrees F as recommended by the 33 sleeve manufacturer. 34 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 35 application. 36 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 37 recommended by the sleeve manufacturer. 38 a) Monitor pipe temperature using a surface temperature gauge, infrared 39 thermometer or color changing crayons. 40 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 41 or shields and do not permit the joint to cool. 42 8) Prime joint with specified primer and fill all cracks, crevices and gaps with 43 mastic filler in accordance with the manufacturer's recommendations for 44 the full circumference of the pipe. 45 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 46 degrees F and while maintaining the pipe temperature above the preheat 47 temperature specified. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 23 BURIED STEEL PIPE AND FITTINGS Page 23 of 28 1 10) Apply sleeve in accordance with the manufacturer's instructions and center 2 the sleeve over the joint to provide a minimum of 3-inch overlay onto the 3 existing pipe coating. 4 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap 5 around heaters. 6 a) Hold flame a minimum of 6 inches from the sleeve surface. 7 b) Periodically roll the coating on the pipe surface. 8 c) Heat from the center of the sleeve to the outer edge until properly 9 seated, then begin in the opposite direction. 10 d) Monitor sleeve for color change, where appropriate, or with 11 appropriate temperature gauges. 12 e) Take care not to excessively heat the parent coating. 13 12) Completed joint sleeve shall be fully bonded to the pipe and existing 14 coating surface, without voids, mastic beading shall be visible along the 15 full circumference of the sleeve, and there shall be no wrinkling or 16 excessive burns on the sleeves. 17 a) Sleeves which do not meet these requirements shall be removed and 18 the joint recoated as directed by the Engineer. 19 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 20 13) Allow the sleeve to cool before moving, handling or backfilling. In hot 21 climates, provide shading from direct sunlight. 22 a) Water quenching will be allowed only when permitted by the sleeve 23 manufacturer. 24 G. Protective Welded Joints Coating System — Weld After Backfill 25 1. General 26 a. Application of protective coating at the pipe joints will be as follows: 27 1) Apply a 3 layer joint coating system consisting of a factory applied 35 mil 28 polyurethane coating 29 2) A field applied 60 mil by 6 inch wide strip of CANUSA HCO Wrapid 30 Tape heat resistant tape at the location of the welding 31 3) A field applied 110 mil (full recovered thickness) by 18 inch wide 32 CANUSA AquaWrap high shrink heat shrinkable joint sleeve 33 4) After the heat shrinkable joint sleeve is installed, backfill the trench and 34 then weld the joint. 35 b. The Contractor is responsible for his operations so that they do not damage the 36 factory applied coating system. 37 c. When applying the 3 layer joint coating system for post welding the joints, the 38 Contractor must show that his operation will not damage the joint coating 39 system to the Engineer's satisfaction. 40 d. The Contractor will be required to fully uncover a maximum of 10 joints, 41 selected at random by the Engineer or City to visually inspect and test the joint 42 after welding. Any damage must be repaired. 43 1) If the Contractor's welding procedure damages the 3 layer joint coating 44 system, the Contractor, at the direction of the Engineer, will be required to 45 modify his welding procedure. 46 2. Joint Coating (3 Layer) 47 a. Apply 3 Layer Joint Coating System before Welding the Joint 48 b. Pipe Manufacturing and Heat Tape CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -24 BURIED STEEL PIPE AND FITTINGS Page 24 of 28 1 1) A 35 mil thickness polyurethane coating shall be applied over entire length 2 of pipe. 3 2) The Contractor shall field apply 60 mil thick by 6 inch wide strip of 4 CANUSA HCO Wrapid Tape heat resistant tape to the exterior bell end of 5 the pipe, centered on the location of the welding, over a 35 mil factory 6 applied polyurethane coating. 7 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 8 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 9 other foreign contaminates with a wire brush in accordance with 10 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 11 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 12 a) Clean the full circumference of the pipe and a minimum of 6 inches 13 onto the existing coating. 14 2) Remove all loose or damaged pipe coating at joint and either repair the 15 coating as specified herein or increase the length of the joint coating, where 16 reasonable and practical. 17 3) Complete joint bonding of pipe joints before application of joint coating. 18 a) Joint bonds shall be low profile bonds and all gaps and crevices around 19 the bonds shall be filled with mastic sealant. 20 4) Store sleeves in shipping box until use is required. 21 a) Keep dry and sheltered from exposure to direct sunlight. 22 b) Store off the ground or concrete floors and maintain at a temperature 23 between 60 degrees F and 100 degrees F as recommended by the 24 sleeve manufacturer. 25 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 26 application. 27 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 28 recommended by the sleeve manufacturer. 29 a) Monitor pipe temperature using a surface temperature gauge, infrared 30 thermometer or color changing crayons. 31 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 32 or shields and do not permit the joint to cool. 33 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with 34 mastic filler in accordance with the manufacturer's recommendations for 35 the full circumference of the pipe. 36 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 37 degrees F and while maintaining the pipe temperature above the preheat 38 temperature specified. 39 a) Apply sleeve in accordance with the manufacturer's instructions and 40 center the sleeve over the joint to provide a minimum of 3-inch overlay 41 onto the existing pipe coating. 42 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap 43 around heaters. 44 a) Hold flame a minimum of 6 inches from the sleeve surface. 45 b) Periodically roll the coating on the pipe surface. 46 c) Heat from the center of the sleeve to the outer edge until properly 47 seated, then begin in the opposite direction. 48 d) Take care not to excessively heat the parent coating. 49 e) Monitor sleeve for color change, where appropriate, or with 50 appropriate temperature gauges. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 25 BURIED STEEL PIPE AND FITTINGS Page 25 of 28 1 10) Completed joint sleeve shall be fully bonded to the pipe and existing 2 coating surface, without voids, mastic beading shall be visible along the 3 full circumference of the sleeve, and there shall be no wrinkling or 4 excessive burns on the sleeves. 5 a) Sleeves which do not meet these requirements shall be removed and 6 the joint recoated as directed by the Engineer. 7 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 8 11) Allow the sleeve to cool before moving, handling or backfilling. 9 a) In hot climates, provide shading from direct sunlight. 10 b) Water quenching will be allowed only when permitted by the sleeve 11 manufacturer. 12 12) Holiday testing shall be performed using a high voltage holiday tester 13 (operating at 100 volts per mil) at each joint after field application of heat 14 shrinkable joint sleeve per SP0188. 15 a) If any holidays or cuts are detected, the sleeve shall be repaired using 16 the heat shrink sleeve manufacturer's recommendation. 17 b) The damaged area shall be covered with a minimum of 50-mm overlap 18 around the damaged area. 19 H. Protection of Buried Metal 20 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected with 21 factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 wraps 22 of wax tape and encase in flowable fill. 23 3.5 REPAIR 24 A. Repair and Field Touchup of Polyurethane Coating 25 1. For repair and field touch-up of polyurethane coating, apply: 26 a. Madison GP II (E) Touchup Polyurethane Coating 27 b. Lifelast Durasheild 210, 310 or 310 JARS 28 c. ITW — Futura Coatings Protec II, or 29 d. Coating manufacturer's recommendation 30 2. Holidays 31 a. Remove all traces of oil, grease, dust, dirt and other debris. 32 b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). 33 c. Apply a 35 mil coat of repair material described above. 34 d. Work repair material into scratched surface by brushing or rolling in 35 accordance with manufacturer's recommendations. 36 e. Retest for Holiday. 37 3. Field Cuts or Large Damage 38 a. If in the opinion of the City the polyurethane coating is excessively damaged, 39 the pipe segment will be rejected until the coating system is removed and 40 replaced so that the system is in a like -new condition. 41 b. Remove burrs from field cut ends or handling damage and smooth out edge of 42 polyurethane coating. 43 c. Remove all traces of oil, grease, dust, dirt and other debris. 44 d. Roughen area to be patched with rough grade sandpaper (40 grit). 45 e. Feather edges and include overlap of 2 inches of roughened polyurethane in 46 area to be patched. 47 f. Apply a 35 mil coat of repair material described above, in accordance with 48 manufacturer's recommendations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 - 26 BURIED STEEL PIPE AND FITTINGS Page 26 of 28 1 g. Work repair material into scratched surface by brushing. 2 h. Feather edges of repair material into prepared surface. 3 i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field 4 cut. 5 j. Test repairs for holidays. 6 B. Patch of Cement Mortar Lining 7 1. Repair cracks larger than 1/16 inch. 8 2. Pipes with disbonded linings will be rejected. 9 3. Excessive patching of lining shall not be permitted. 10 4. Repair in accordance with AWWA C205 and as follows: 11 a. Apply bonding agent to patch area. 12 b. Patching of lining shall be allowed where area to be repaired does not exceed 13 100 square inches and has no dimension greater than 12 inches. 14 c. In general, there shall be not more than 1 patch in the lining of any joint of 15 pipe. 16 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 17 6. Do not install patched pipe until the patch has been properly and adequately cured, 18 unless approved by the City. 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Field Tests and Inspections 22 1. Quality Control of Field Applied Polyurethane Coating 23 a. Surface Preparation 24 1) Visually inspect surface preparation to ensure cleanliness and dryness 25 requirements have been met. 26 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is 27 being achieved. 28 b. Visual 29 1) Visually inspect cured coating to ensure that the coating is completely 30 cured with no blisters, cracks, pinholes, missed areas, excessive roughness, 31 "sticky" or "gooey" areas. 32 2) Check to ensure that the coating completely covers the steel and existing 33 coating. 34 c. Thickness 35 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure 36 adequate thickness has been achieved according to SSPC PA 2. 37 a) If the thickness of the coating is below the minimum specified millage 38 anywhere along the length of the pipe, then adjustments must be made 39 to the spray system to correct the problem. 40 2) At a minimum, the thickness shall be measured for every 50 square feet of 41 sprayed area. 42 d. Adhesion 43 1) Perform the following procedure on a minimum of 1 joint per day: 44 a) Select area to test that has cured for at least 1 hour for fast setting 45 coatings. 46 b) Test and repair in accordance with AWWA C222 Dolly Pull -off Test. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -27 BURIED STEEL PIPE AND FITTINGS Page 27 of 28 1 e. Holiday Testing 2 1) Holiday testing shall be performed using a high voltage holiday tester at 3 each joint no sooner than 1 hour after field application of polyurethane 4 coating. 5 f. Inspection at Welding Joints 6 1) When applying the 3 layer joint coating system for post welding the joints, 7 the Contractor must show that his operation will not damage the joint 8 coating system to the Engineer's satisfaction. 9 2) The Contractor will be required to fully uncover a maximum of 10 joints, 10 selected at random by the Engineer or City to visually inspect and test the 11 joint after welding. 12 3) Any damage must be repaired. 13 4) If the Contractor's welding procedure damages the 3 layer joint coating 14 system, the Contractor, at the direction of the Engineer, will be required to 15 modify his welding procedure. 16 2. Weld Testing 17 a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test 18 in accordance with AWWA C206 and set forth in AWS D.1.1. shall be 19 performed by the Contractor under the supervision and inspection of the City's 20 Representative or an independent testing laboratory, on all full welded joints. 21 1) Welds that are defective will be replaced or repaired, whichever is deemed 22 necessary by the Engineer, at the Contractor's expense. 23 2) If the Contractor disagrees with the Engineer's interpretation of welding 24 tests, test sections may be cut from the joint for physical testing. The 25 Contractor shall bear the expense of repairing the joint, regardless of the 26 results of physical testing. 27 3) The procedure for repairing the joint shall be approved by the Engineer 28 before proceeding. 29 3. Deflection Testing 30 a. Prior to hydrostatic testing, the City's inspector shall perform deflection testing 31 at a minimum rate of 1 measurement for every 2,500 linear feet of water line. 32 b. City may reject any areas not meeting the deflection requirements of this 33 Specification. 34 4. Cleaning and Testing 35 a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 36 mains: 37 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the 38 water main as specified in Section 33 04 40. 39 5. Closed Circuit Television (CCTV) Inspection 40 a. Provide a Post -CCTV Inspection for water lines 24-inch and larger in 41 accordance with Section 33 01 31. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 11 14 -28 BURIED STEEL PIPE AND FITTINGS Page 28 of 28 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.4, 5, and 6 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts, gaskets and flange coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ADDENDUM 01 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 333150-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 10 SECTION 33 31 50 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service (Bored) 11 c. Private Service Relocation 12 d. Service Reinstatement 13 2. Sanitary Sewer Service Assessment Tap including service line from the main to 14 the right-of-way with plug, as shown on the Drawings, directed by the 15 Engineer and specified herein. 16 B. Deviations from this City of Fort Worth Standard Specification 17 1. MODIFIED 1.1.A — ADDED 2. Sanitary Sewer Service Assessment Tap 18 2. MODIFIED 1.2.A — ADDED 8. Sanitary Sewer Service Assessment Tap 19 3. MODIFIED 1.3.A — ADDED 5. Sanitary Sewer Service Assessment Tap 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 24 4. Section 33 11 10 — Ductile Iron Pipe 25 5. Section 33 11 11 — Ductile Iron Fittings 26 6. Section 33 31 20 — Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. New Sewer Service 30 a. Measurement 31 1) Measurement for this Item shall be per each "Sewer Service" complete in 32 place. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 will be paid for at the unit price bid per each "Sewer Service" installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 39 the Drawings 40 2) Pavement removal 41 3) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 - 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Fittings 5 8) 2-way cleanout and cap with concrete pad 6 9) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid 7 separately) 8 10) Furnishing, placing and compaction of embedment 9 11) Furnishing, placing and compaction of backfill 10 12) Clean-up 11 2. New Ductile Iron Sewer Service 12 a. Measurement 13 1) Measurement for this Item shall be per each Ductile Iron Sewer Service 14 complete in place. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 will be paid for at the unit price bid per each "DIP Sewer Service" installed 18 for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 22 specified by the Drawings 23 2) Pavement removal 24 3) Excavation 25 4) Hauling 26 5) Disposal of excess material 27 6) Tee connection to main 28 7) Fittings 29 8) 2-way cleanout and cap with concrete pad 30 9) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid 31 separately) 32 10) Furnishing, placing and compaction of embedment 33 11) Furnishing, placing and compaction of backfill 34 12) Clean-up 35 3. New Bored Sewer Service 36 a. Measurement 37 1) Measurement for this Item shall be per each Bored Sewer Service complete 38 in place. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price bid per each "Bored Sewer Service" installed for: 43 a) Various sizes 44 b) Various materials 45 c. The price shall include: 46 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 47 the Drawings 48 2) Pavement removal 49 3) Excavation 50 4) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 - 3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 10 1 5) Disposal of excess material 2 6) Tee connection to main 3 7) Service Line 4 8) Fittings 5 9) 2-way cleanout and cap with concrete pad 6 10) Surface restoration surrounding 2-way cleanout 7 11) Furnishing, placing and compaction of embedment and backfill 8 12) Clean-up 9 4. Private Service Relocation 10 a. Measurement 11 1) Measured horizontally along the surface from center line to center line of 12 the fitting, manhole or appurtenance 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item and measured as provided under "Measurement" will be paid for at the 16 unit price bid per linear foot for "Private Sewer Service" installed for: 17 a) Various sizes 18 b) Various materials 19 c. The price shall include: 20 1) Obtaining appropriate Permit 21 2) Obtaining Right of Entry 22 3) Performing relocation as specified in the Drawings 23 4) Excavation 24 5) Hauling 25 6) Disposal of excess material 26 7) Service Line - private side by plumber 27 8) Fittings 28 9) Furnishing, placing and compaction of embedment 29 10) Furnishing, placing and compaction of backfill 30 11) Clean-up — surface restoration, excluding grass (seeding, sodding or hydro- 31 mulch paid separately) 32 5. Sewer Service Reconnection 33 a. Measurement 34 1) Measurement for this Item shall be per each "Sewer Service Reconnection" 35 complete in place from public service line connection to private service line 36 connection. 37 b. Payment 38 1) The work performed in conjunction with the relocation of a sewer service, 39 associated with private service line, fittings and cleanout 5 feet or less in 40 any direction from the centerline of the existing service line and the 41 materials furnished in accordance with this Item will be paid for at the unit 42 price per each "Sewer Service, Reconnection" performed for: 43 a) Various service sizes 44 c. The price bid shall include: 45 1) Private service line 46 2) Fittings 47 3) Private connection to sewer service 48 4) Pavement removal 49 5) Excavation 50 6) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 -4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 1 7) Disposal of excess material 2 8) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid 3 separately) 4 9) Clean-up 5 6. 2-way Cleanout 6 a. Measurement 7 1) Measurement for this Item shall be per each when only a "2-way Cleanout" 8 is installed. 9 b. Payment 10 1) The work performed and the materials furnished in accordance with this 11 Item shall be paid for at the unit price bid per each "2-way Cleanout" 12 installed for: 13 a) Various sizes 14 b) Various materials 15 c. The price bid shall include: 16 1) Furnishing and installing the 2-way Cleanout and cap as specified in the 17 Drawings 18 2) Pavement removal 19 3) Concrete pad 20 4) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid 21 separately) 22 5) Hauling 23 6) Disposal of excess material 24 7) Furnishing, placing and compaction of backfill 25 8) Clean-up 26 7. Service Reinstatement 27 a. Measurement 28 1) Measurement for this Item shall be per each Reinstatement of Service 29 associated with the sewer main being rehabilitated by a trenchless method. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per each "Sewer Service, Reinstatement" for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Tap to existing main (if required) 37 2) Pavement removal 38 3) Excavation 39 4) Hauling 40 5) Disposal of excess material 41 6) Tee connection to main 42 7) Service line (if required) 43 8) Fittings 44 9) Furnishing, placing and compaction of embedment and backfill 45 10) Clean-up — surface restoration, excluding grass (seeding, sodding or hydro- 46 mulch paid separately) 47 8. Sanitary Sewer Service Assessment Tap 48 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 -5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of l0 1 1) Measurement for this Item shall be per each "Sewer Service 2 Assessment Tap" complete in place. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this 5 Item will be paid for at the unit price bid per each "Sewer Service 6 Assessment Tap" installed for: 7 a) Various sizes 8 c. The price bid shall include: 9 1) Furnishing and installing New Sanitary Sewer Service Line as specified 10 by the Drawings 11 2) Pavement removal 12 3) Excavation 13 4) Hauling 14 5) Disposal of excess material 15 6) Tee connection to main 16 7) Fittings 17 8) Cap of service at property/easement line 18 9) 1/2" rebar and 3" red vinyl tape to mark end of sewer service 19 assessment tap 20 10) Surface restoration, excluding grass (seeding, sodding or hydro -mulch 21 paid separately) 22 11) Furnishing, placing and compaction of embedment 23 12) Furnishing, placing and compaction of backfill 24 13) Clean-up 25 1.3 REFERENCES 26 A. Definitions 27 1. New Service 28 a. New service applies to the installation of a service with connection to a new or 29 existing sewer main. 30 b. The service materials would include service line, fittings and cleanout. 31 2. Bored Service 32 a. Bored service applies to the installation of a service with connection to a new or 33 existing sewer main including a bore under an existing road. 34 b. The service materials would include service line, fittings and cleanout. 35 3. Private Service Relocation 36 a. Private service relocation applies to the replacement of the existing sewer 37 service line on private property typically associated with the relocation of the 38 existing main. 39 b. Typical main relocation will be from a rear lot easement or alley to the street. 40 4. Service Reinstatement 41 a. Service reinstatement applies to the reconnection of an existing service to an 42 existing main that has been rehabilitated by trenchless methods such as pipe 43 enlargement (pipe bursting), slip lining or CIPP. 44 5. Sanitary Sewer Service Assessment Tap 45 a. Sanitary Sewer Service Assessment Tap applies to the installation of a 46 service with connection to a new or existing sewer main for future private 47 connection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 -6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 10 1 b. The service materials would include service line, fittings, cap, and 1/2" 2 rebar and 3" red vinyl tape to mark end of sewer service assessment tap. 3 B. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. ASTM International (ASTM): 8 a. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) 9 (PVC) Sewer Pipe and Fittings 10 b. ASTM D1785 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic 11 Pipe, Schedules 40, 80 and 120. 12 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 13 Pipe for Sewers and Other Gravity -Flow Applications 14 d. ASTM D2412 Standard Test Method for Determination of External Loading 15 Characteristics of Plastic Pipe by Parallel -Plate Loading 16 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 17 Pipes Using Flexible Elastomeric Seals 18 3. Texas Commission on Environmental Quality 19 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 20 Pipe and Rule 21 b. Title 30, Part I, Chapter 217, Subchapter C, 217.55 — Manholes and Related 22 Structures 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Scheduling 25 1. Provide advance notice for service interruption to property owner and meet 26 requirements of Division 0. 27 1.5 SUBMITTALS 28 A. Submittals shall be in accordance with Section 01 33 00. 29 B. All submittals shall be approved by the City prior to delivery. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Product data shall include, if applicable: 32 1. Tee connection or saddle 33 2. Fittings (including type of cleanout) 34 3. Service line 35 B. Certificates 36 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 37 this Section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 33 31 50 -7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 of 10 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 7 guidelines. 8 2. Protect all parts such that no damage or deterioration will occur during a prolonged 9 delay from the time of shipment until installation is completed and the units and 10 equipment are ready for operation. 11 3. Protect all equipment and parts against any damage during a prolonged period at the 12 site. 13 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 14 extremes in temperature. 15 5. Secure and maintain a location to store the material in accordance with Section 01 16 66 00. 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed on the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 3. The services and appurtenances shall be new and the product of a manufacturer 29 regularly engaged in the manufacturing of services and appurtenances having 30 similar service and size. 31 B. Materials/Design Criteria 32 1. Service Line and Fittings (including tee connections) 33 a. PVC pipe and fittings on public property shall be in accordance with Section 33 34 31 20. 35 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 36 with ASTM D1785. 37 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 38 with Section 33 11 10 and Section 33 11 11. 39 2. Service saddle CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 333150-8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 1 a. Service saddles shall only be allowed when connecting a new service to an 2 existing sanitary sewer main and shall: 3 1) Be a 1-piece prefabricated saddle, either polyethylene or PVC, with 4 neoprene gasket for seal against main 5 2) Use saddle to fit outside diameter of main 6 3) Use saddle with grooves to retain band clamps 7 4) Use at least 2 stainless steel band clamps for securing saddles to the main 8 b. Inserta tees service connections may not be used. 9 3. Cleanout 10 a. Cleanout stack material should be in accordance with City Standard Details or 11 as shown on Drawings. 12 b. For paved areas, provide a cast iron cleanout and cast iron lid. 13 c. For unpaved areas, provide PVC cleanout and polyethylene lid. 14 4. Coupling 15 a. For connections between new PVC pipe stub out and existing service line, use 16 rubber sleeve couplings with stainless steel double -band repair sleeves to 17 connect to the line. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 3.1 INSTALLERS 22 A. A licensed plumber is required for installations of the service line on private property. 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. General 27 1. Install service line, fittings and cleanout as specified herein, as specified in Section 28 33 05 10 and in accordance with the pipe manufacturer's recommendations. 29 B. Handling 30 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 31 with care to avoid damage. 32 a. Inspect each segment of service line and reject or repair any damaged pipe 33 prior to lowering into the trench. 34 2. Do not handle the pipe in such a way that will damage the pipe. 35 C. Service Line 36 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard 37 details, or at lines and grades as indicated in the Drawings. 38 2. If service line is installed by bore as an alternative to open, cut, the cost associated 39 with open cut installation, such as pavement removal, trenching, embedment and 40 backfill and pavement patch will not be included as part of the bore installation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 1 2 3 333150-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 3. Excavate and backfill trenches in accordance with 33 05 10. 4. Embed PVC Pipe in accordance with 33 05 10. D. Cleanout 4 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 5 possible. 6 a. When not possible, install cast iron cleanout stack and cap. 7 2. Install 2-way cleanout in non -paved areas in accordance with City Standard Details. 8 3. Install 2-way Cleanout in paved areas in accordance with City Standard Details. 9 E. Service line connection to main 10 1. New service on new or replacement main 11 a. Determine location of service connections before main installation so the 12 service fittings can be installed during main installation. 13 b. Connect service line to main with a molded or fabricated tee fitting. 14 2. Reconnection to main after pipe enlargement 15 a. Tapping the existing main and installing a strap on tee connection may be used. 16 b. Allow the new main to recover from imposed stretch before tapping and service 17 installation. 18 1) Follow manufacturer's recommendation for the length of time needed. 19 c. Tap main at 45 degree angle to horizontal when possible. 20 1) Avoid tapping the top of main. 21 d. Extend service line from main to property line or easement line before 22 connecting to the existing service line. 23 3. New service on existing main 24 a. Connect service line to main with a molded or fabricated tee fitting if possible. 25 b. Tapping the existing main and installing a strap on tee connection may be used. 26 F. Private Service Relocation 27 1. Requirements for the relocation of service line on private property 28 a. A licensed plumber must be used to install service line on private property. 29 b. Obtain permit from the Development Department for work on private property. 30 c. Pay for any inspection or permit fees associated with work on private property. 31 d. Verify (by Exploratory Excavation of Existing Utilities) the elevations at the 32 building cleanout and compare to data on the Drawings before beginning 33 service installation. 34 e. Submit elevation information to the City inspector. 35 f. Verify that the 2 percent slope installation requirement can be met. 36 1) If the 2 percent slope cannot be met, verify with the Engineer that line may 37 be installed at the lesser slope. 38 3.5 REPAIR / RESTORATION [NOT USED] 39 3.6 RE -INSTALLATION 40 A. Service Relocation 41 1. All relocations that are not installed as designed or fail to meet the City code shall 42 be reinstalled at the Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 333150-10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 10 of 10 1 3.7 FIELD QUALITY CONTROL 2 A. Inspections 3 1. Private property service line requires approval by the City plumbing inspector 4 before final acceptance. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE Throughout — Deep Sewer Service was removed 1.2 — Measurement and Payment Items were revised to include relocation and 12/20/2012 D. Johnson reconnection; Blue text was added for guidance in applying the bid Items; Price bid lists revised to include clean -out caps, pads and surface restoration. Added the phrase `, including grass' to lines; Part 1, 1.2.A.1.c.9, Partl, 1.2.A.2.c.9, Part 1,1.2.A.5.c.8, Partl, 1.2.A.6.c.4 Added the phrase `- surface restoration, including grass' to lines; 2/13/2013 F. Griffin Part 1, 1.2.A.4.c.11, Part 1, 1.2.A.7.10 Removed the phrase `surrounding 2-way cleanout' from lines; Part 1, 1.2.A.1.c.9, Part 1, 1.2.A.2.c.9, Part 1, 1.2.A.6.c.4 4/26/2013 F. Griffin Revised lines with `including grass' replacing with `excluding grass (seeding, sodding or hydromulching paid separately)' Included in Part 1, 1.2, A, 1, c, 9; Part 1, 1.2, A, 2, c, 9; Part 1, 1.2, A, 4, c, 11; Part 1, 1.2, A, 5, c, 8; Part 1, 1.2, A, 6, c, 4; Part 1, 1.2, A, 7, c, 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 [Northside II 48-Inch Water Main, Phase 1 Part 1 City Project No. 02082 APPENDIX GC-4.01 Availability of Lands Recorded Permanent Water Facility Easements GC-4.02 Subsurface and Physical Conditions Geotechnical Engineering Report — No. DG -12-15260 GC-4.04 Underground Facilities Summary of Test Hole Information Summary of Test Hole Coordinates GC-6.06.D Minority and Women Owned Business Enterprise Compliance Minority Business Enterprise Specifications - SPECIAL INSTRUCTIONS FOR BIDDERS MBE Subcontractors/Suppliers Utilization Form Prime Contractor Wavier Form MBE Good Faith Effort Form MBE Joint Venture Eligibility Form GC-6.07 Wage Rates CFW Wage Rate Table — Davis Bacon Act Heavy and Highway Construction (September 2013) GR-01 60 00 Product Requirements Fort Worth Water Department, Standard Products List (Updated 2-29-2012) K - Keller Independent School District Senate Bill 9 - Contractor Attestation Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 GC-4.01 Availability of Lands Permanent Water Facility Easement Owner 9 PWE Keller ISD 10 PWE Keller ISD 17 PWE Keller ISD 24 PWE Ronnie L. Haliburton and Wife, Jan D. Haliburton 25 PWE Hudson Services, Inc. 27 PWE WAC Southlake Development, L.C. 29 PWE Bernardo and Sidnee Silva 30 PWE Brenda K. Cole and Kenneth V. Cole 31 PWE Keller ISD CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 Page 1 of 6 Electronically Recorded Tarrant County Official Public Records 12/12/20131:49 PM D213312708 NOTICE OF ' % ► . -'.t • 4 l TS: IF YOU MUSA 19ATURAd$.PERSON, YOU MAY REMOVE OR ST �7 �t ,�A l MALL THE FOLLO ' `,...i.t_rO ;, «r ' ` +; pHs INSTRUMENT BEFM -IT* ICED FOR RECORD t »t�� �'�� ±+.` ' OUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE N f '� CFW Project No 2082 Northside 1I 48" Water Main Phase 1 (DOE 7048) Parcel No Parcel 9 PWE (0.015 Acres) 0.995 Acre Tract of Land Wm McCowen Survey Abstract 999 STATE OF TEXAS • § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF F RT worm PERMANENT WATER FACILITY EASEMENT DATE: /9 !10172913 „ 2013 GRANTOR: Keller Independent School District GRANTOR'S MAILING ADDRESS (Including County): 350 Keller Parkway Fort Worth, Tarrant County TX 76248 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10,00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of an 112.868 acre tract of land deeded to Keller Independent School District as recorded in Volume 13567, Page 310 of the Deed Records, Tarrant County, Texas and being more particularly described in Exhibits "A" and "B" (0.015 acres). Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, Permanent Water Facility Easement Rev. 0511212t110 valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10t'' anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRANTOR: Keller Independent School District GRANTEE: City of Fort Worth Dr. Rand eid, Superintendent STATE OF TEXAS § Fernando Costa Assistant City Manager APPOVED AS TO FORM AND LEGALITY ssistant City Attor ACKNOWLEDGEMENT COUNTY OF TARRANT § BEFORE ME, the undersigj ed authority, a Notary Public in and for the State of Texas, on this day personally appeared 1LrJ ' c_ , known to me to be the same person whose name is su scribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said 11-vtAlf.-( 5) for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this i GI day of i 20j. GAYE LYNNE MONtEMAYO MY. COMMISSION EXPIRES July 24, 2017 STATE OF TEXAS § Notary Palo in arid for the State of Texas ACKNOWLEDGEMENT COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant Citv Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1/4 0teinkty0 r , 20J. Permanent Water Facility Easement Rev. 05/12/2010 day of otary Public in and for the State of Texas EVONIA DANIELS ti Notary Public, State of Texas My Commission Expires July 10, 2017 NORTHSIDE II 48 INCH WATER MAIN, , PHASE 1 PARCEL No. 9 PE CITY PROJECT No. 02082 2766 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 112.868 acre tract of land (by deed) deeded to Keller Independent School District as recorded in Volume 13567, Page 310 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the southwest corner of a 0.995 acre tract of land (by deed) deeded to Keller Independent School District as recorded in County Clerk's File No. D207223425 of said Deed Records of Tarrant County, Texas, said point being an interior ell corner in the north line of said 112.868 acre tract of land, from which a 1/2 inch iron rod found for reference bears South 00 degrees 33 minutes 41 seconds East, a distance of 0.32 feet; THENCE North 00 degrees 33 minutes 41 seconds West, with the west line of said 0.995 acre tract of land and with the north line of said 112.868 acre tract of land, a distance of 175.43 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE South 89 degrees 43 minutes 24 seconds West, a distance of 60.00 feet to a point for comer in the north line of said 112.868 acre tract of land, said point being in the east line of a 0.498 acre tract of land (by deed) deeded to Juan Calvache and Elba Calvache as recorded in County Clerk's File No. D205344227 of said Deed Records of Tarrant County, Texas; THENCE North 00 degrees 33 minutes 41 seconds West, with the north line of said 112.868 acre tract of land and with the east line of said 0.498 acre tract of land, a distance of 10.56 feet to a point for an exterior ell corner in the north line of said 112.868 acre tract of land, said point being in the south right-of-way line of Keller Hicks Road (a variable width right-of-way), from which a 5/8 inch iron rod with cap stamped "Carter & Burgess" found for reference bears South 85 degrees 45 minutes 50 seconds East, a distance of 0.63 feet; THENCE North 89 degrees 37 minutes 42 seconds East, with the north line of said 112.868 acre tract of land and with the south right-of-way line of said Keller Hicks Road, passing at a distance of 59.80 feet, a 5/8 inch iron rod with cap stamped "TNP" found for reference, in all, a distance of 60.00 feet to a point for an exterior ell corner in the north line of said 112.868 acre tract of land, said point being in the east line of said 0.995 acre tract of land; Exhibit A Page 1 of 2 THENCE South 00 degrees 33 minutes 41 seconds East, with the north line of said 112.868 acre tract of land and with the east line of said 0.995 acre tract of land, a distance of 10.66 feet to the POINT OF BEGINNING and containing 636 square feet or 0.015 acres of land, more or less; Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: October 4, 2013 Shaun Marvin Piepkorn Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 KELLER HICKS ROAD (A VARIABLE WIDTH RIGHT—OF-WAY) SEE APPROXIMATE SURVEY LINE DETAIL "A" 1,..""2"....71.041mirrimmarlimmiermw 0.145 ACCRES (0Y DEED) KEU.ER INDEPENDENT SCHOOL DISTRICT C.C.F. No. 0207223425 D,R.T.C.T. Wke TAOLE UNE 8EMIN0 DISTANCE . L-1. S 8943'24 60.00' L-2 N 003'41 10,56' L-3 N 89 3742t 60,00' L-4 S 00'334110.66' MINT SHOWING A PERMANENT WATEFtUNE EASEMENT OUT OF' A 112.868 ACRE TRACT OF LAND (8Y DEED) StTLIAADIK WIWAM McCOWEN SUR'VEY13SZT No. 990 cny OF FORT WORTHTARht IITY, TEXAS VOLUMe31, LI 310 DEED RECORDS OF TARRANT COUNTY, TEXAS Cif11 48 JNCH WATER MAIN. PHASE 1 ICI1yPROJ, No. 02082 36 SO 015 ACRES loto_Am ititZ 09 PEOWO 4. 101i & AM•01TES. • i •A**&.; TX 76115 SUBJECT TRACT 4e LOCATION OF EASPAENT N EPKORN FROFESSIO&M. LAW SURVEYOR • 817-499-1424 FAX 81 1168 Page 1 of 6 Electronically Recorded Tarrant County Official Public Records 12/12/20131:48 PM D213312703 NOTICE OF •� �, ; • ;. _') MI,TS: IF YOU AV A AATU • •PRSON, YOU MAY REMOVE OR S ' I 1 ANY O ALL OF THE FOLLOVVINAMORLIANIMMILOMMIS INSTRUMENT BEi'E-4t'i§ ray FOR RECORD IN THE PtltQRDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) Parcel No Parcel 10 PWE (0.156 Acres) 0.995 Acre Tract of Land Wm McCowen Survey Abstract 999 STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS 1TY OF FORT WORM PERMANENT WATER FACILITY EASEMENT DATE: /9 AO 440 %3 , 2013 GRANTOR: Keller Independent School District GRANTOR'S MAILING ADDRESS (including County): 350 Keller Parkway Fort Worth, Tarrant County TX 76248 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of a 0.995 acre tract of land deeded to Keller independent School District as recorded in County Clerk's Fife No. 0207223425 of the Deed Records, Tarrant County, Texas and being more particularly described in Exhibits "A" and "B" (0.156 acres). Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, Its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, Permanent Water Facitfty Easement Rev. 05/12/2010 valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRANTOR: Keller Independent School District GRANTEE: City of Fort Worth Dr. Ran cud, Superintendent STATE OF TEXAS § COUNTY OF TARRANT § c %ttatia� Fernando Costa Assistant City Manager APP OVED ' S TO FORM AND LEGALITY ssistant ity Atto ACKNOWLEDGEMENT BEFORE ME, the undersig d authori , a Notary Public in and for the State of Texas, on this day personally appeared am.d ci.. , known to me to be the same person whose name is suscribed to the foregoing instrument, and acknowledged to me that the same was the act of 1 , IV./ -.`� and that he/she executed t��.U the same as the act of said t,t `t`) for the purposes and consideration therein expressed and in the capacity therein stated. (q day of GIVEN UNDER MY HAND AND SEAL OF OFFICE this , 20 ! 3. J4 Gr1YE LYIJt MOIdiEiWlYOli MY aktkosSIC)N'EXPIRES tkliy 24, 2017 11.111011111111111.1111.0. STATE OF TEXAS COUNTY OF TARRANT § Notary Pu lic in and for the State of Texas ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant Citv Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFI this day of 3 tr- , 20�. h, 49fl4) Public in an for the State of Texas r. EVONIA DArIELS ��I Notary Public, State of Texas My Commission Expires July 10, 2017 Permanent Water Facility Easement Rev. 0511212010 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 10 PE CITY PROJECT No. 02082 2770 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline and sanitary sewer easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline and sanitary sewer easement being a portion of a 0.995 acre tract of land (by deed) deeded to Keller Independent School District as recorded in County Clerk's File No. D207223425 of the Deed Records of Tarrant County, Texas, said permanent waterline and sanitary sewer easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the southwest corner of said 0.995 acre tract of land, said point being an interior ell corner in the north line of a 112.868 acre tract of land (by deed) deeded to Keller Independent School District as recorded in Volume 13567, Page 310 of said Deed Records of Tarrant County, Texas, from which a 1/2 inch iron rod found for reference bears South 00 degrees 33 minutes 41 seconds East, a distance of 0.32 feet, also from which a 1 inch iron rod found for the southeast corner of a 0.5 acre tract of land (by deed) deeded to New Hallelujah as recorded in County Clerk's File No. D211269561 of said Deed Records of Tarrant County, Texas bears North 89 degrees 41 minutes 51 seconds East, a distance of 313.05 feet, said 1 inch iron rod being the southwest corner of a 0.497 acre tract of land (by deed) deeded to Ronald D. Reynolds and Debra J. Reynolds as recorded in County Clerk's File No. D203211285 of said Deed Records of Tarrant County, Texas, said 1 inch iron rod also being in the north line of said 112.868 acre tract of land; THENCE North 00 degrees 33 minutes 41 seconds West, with the west line of said 0.995 acre tract of land and with the north line of said 112.868 acre tract of land, a distance of 175.43 feet to the POINT OF BEGINNING of the herein described permanent waterline and sanitary sewer easement; THENCE North 00 degrees 33 minutes 41 seconds West, with the west line of said 0.995 acre tract of land and with the north line of said 112.868 acre tract of land, passing at a distance of 10.66 feet a point for an exterior ell corner in the north line of said 112.868 acre tract of land, in all, a distance of 32.57 feet to a point for the northwest corner of said 0.995 acre tract of land, said point being in Keller Hicks Road (a variable width right-of-way); THENCE North 89 degrees 41 minutes 49 seconds East, with the north line of said 0.995 acre tract of land and with said Keller Hicks Road, a distance of 208.80 feet to a point for the northeast corner of said 0.995 acre tract of land, said point being the northwest corner of said 0.5 acre tract of land; Exhibit A Page 1 of 2 THENCE South 00 degrees 31 minutes 54, seconds East, with the east line of said 0.995 acre tract of land and with the west line of said 0.5 acre tract of land, a distance of 32.66 feet to a point for corner; THENCE South 89 degrees 43 minutes 24. seconds West, a distance of 208.79 feet to the POINT OF BEGINNING and containing 6,810 square feet or 0.156 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: October 2, 2013 Shaun Marvin Pie'pkom Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 APPROXIMATE SURVEY UNE ( UNE TABLE I LINE BEARING I L-1 N 00'33'41"W N L-2 S 00.31'54" EXHIBIT "B" PARCEL No. 10 PR KELLER HICKS ROAD (A VARIAPLE WIDTH RIGHT-OF-WAY) S 69"431241'W208.791 P.O.B.) PERMANENT WA1ERU iE SEWERSAN bEASEME AREA 6.510 SQ. FT. OR 0.156 ACRES 0.995 ACCRES (BY DEED) KELLER INDEPENDENT SCHOOL DISTRICT C.C.F. No. D207223425 D.R.T.C.T. P. 0. C. MO, 1/21R BEAM S 00'33'411 0.32' DISTANCE 32.57" 32.86' ammo N 10'41'51"E SUR�E� ON C1SCO S3Sli aC No• 26 6 FR AgS�'� 313,05' i 112.888 ACRES (8Y DEED) KEU.ER INDEPENDENT SCHOOL DISTRICT VOLUME 13587. PACE 310 r1.AA LEGAL DE5001110N OF EYEN DATE ACCOMIPNUES THIS MAT. 2. $L BEARINGS ANO COORDINATES ARE REFERENCED TO THE TEAS COORDINATE L=11. NORTH VENTRAL ZONE 4202. MI. DISTANCE'S ANO AREAS AXE SURFACE. Wpm w1�N sO���,� P 0 �S1 0.5 ACRES (BY DEED) NEW HALLELUJAH C.C.F. Na,0211289981 D.R.T.C.T. FND. 1IR 60 30 0 60 SCALE IN FEET City of Fort Worth 1000 THROCKMORTON S4ntti • FORT WORTH. TEXAS 76102 EXHIBIT MN ASWMI PERMANENT WATERLINE ND �SAANITARY SEWER EASEMENT OUT0.995 ACRE TSRACCTT oOF LAND (BY DEED) WITHE LUAM McCOWEN SURVEY AB TRACT No. 999 en? OF FORT WORTH COUNTY, TEXAS icxxoso COUNTY CLERK'S FILE No. D207223425 DEED RECORDS OF TARRANT COUNTY. TEXAS DE II 48 INCH 6 • S 1301 Q0 13 OORROHOOI & ASSOCIATES. INd 4 J of NIE*W.. f0ULEYMRO CITY PROJ. No. 0298? FILE 10 DWG 1' • FORT . TX. 70115 SKAUN MARVIN ' KORN REGISTMED PROFESSIONAL LAND SURVE`tOR • 81'1-1h-1424 FAX 017 176 Page 1 of 6 Electronically Recorded Tarrant County Official Public Records 12/12/20131:53 PM D213312726 NOTICE OF t;o! 4. i,,,1 RIGHTS: IF YOU AMA itATUR*61$ERSON, YOU MAY REMOVE OR ST • I + • WOW& THE FOLLOWING1 INFO wt • •„ T IS INSTRUMENT BE IVISM FOR RECORD IN � �B + �0 • w != Ds.:`Y R SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE N II t = • CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) Parcel No Parcel 17 PWE (0.015 Acres) 112.866 Acre Tract of Land Wm McCowen Survey Abstract 909 STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY 9F Fp_RT WORTH PERMANENWATER FACILITY EASEMENT DATE: / /fvQV cRe,73 , 2013 GRANTOR: Keller Independent School District GRANTOR'S MAILING ADDRESS (including County): 350 Keller Parkway Fort Worth, Tarrant County TX 76248 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of a 112.868 acre tract of land deeded to Keller Independent School District as recorded in Volume 13567, Page 310 of the Deed Records, Tarrant County, Texas and being more particularly described in Exhibits "A" and "B" (0.015 acres). Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility Includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, Permanent Water Facifity Easement Rev. O5(t2/2010 valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10`h anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRANTOR: Keller Independent School District GRANTEE: City of Fort Worth 4)//1440; Dr. Randyid, Superintendent Fernando Costa Assistant City Manager STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersi on this day personally appeared same person whose name is su that the same was the act of the same as the act of said APROVED AS TO FORM AND LEGALITY ACKNOWLEDGEMENT a Notary Public in and for the State of Texas, et , known to me to be the scribed to the foregoing instrument, and acknowledged to me P,I tr.( I S t and that he/she executed for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this n day of -1(\ , 20 (3. GAYE LYNNE MON BIAYOR MY COMMISSION EXPIRES July 24, 2017 STATE OF TEXAS § COUNTY OF TARRANT § ed authori Notary F ibIic irrand for the State of Texa ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFI this 1..3 , 2013. Permanent Water Facility Easement Rev. 05/12/2010 4402 otary Public in and for the State of Texas P4�` NotaryEVONIIAPublic, DANIELState Stexas My Commission Expires July 10, 2017 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 17 PE CITY PROJECT No. 02082 4115 GOLDEN TRIANGLE BOULEVARD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 112.868 acre tract of land (by deed) deeded to Keller Independent School District as recorded in Volume 13567, Page 310 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the southwest comer of a 0.5 acre tract of land (by deed) deeded to William D. Roberts and wife Ella J. Roberts as recorded in Volume 5167, Page 550 of said Deed Records of Tarrant County, Texas, said point being an interior ell comer in the north line of said 112.868 acre tract of land, from which a 5/8 inch iron rod with cap stamped "Carter & Burgess" found for reference bears South 31 degrees 40 minutes 04 seconds West, a distance of 0.37 feet, and from which a 5/8 inch iron rod found for the southeast comer of said 0.5 acre tract of land bears North 89 degrees 41 minutes 51 seconds East, a distance of 104.36 feet, said 5/8 inch iron rod being the southwest corner of a 0.498 acre tract of land (by deed) deeded to Agustin Cano as recorded in County Clerk's File No. D204344771 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod also being in the north line of said 112.868 acre tract of land; THENCE North 00 degrees 25 minutes 23 seconds West, with the west line of said 0.5 acre tract of land and with the north line of said 112.868 acre tract of land, a distance of 175.03 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE South 89 degrees 43 minutes 24 seconds West, a distance of 60.00 feet to a point for comer in the north line of said 112.868 acre tract of land, said point being in the east line of a 0.5 acre tract of land (by deed) deeded to Donald W. Starkey as recorded in Volume 10747, Page 1155 of said Deed Records of Tarrant County, Texas; THENCE North 00 degrees 25 minutes 23 seconds West, with the north line of said 112.868 acre tract of land and with the east line of said 0.5 acre tract of land deeded to Donald W. Starkey, a distance of 10.71 feet to a 1/2 inch iron rod found for an exterior ell corner in the north line of said 112.868 acre tract of land, said 1/2 inch iron rod being in the south right-of-way line of Keller Hicks Road (a variable width right-of-way); Exhibit A Page 1 of 2 THENCE North 89 degrees 32 minutes 21 seconds East, with the north line of said 112.868 acre tract of land and with the south right-of-way line of said Keller Hicks Road, a distance of 60.00 feet to a 1/2 inch iron rod found for an exterior ell corner in the north line of said 112.868 acre tract of land, said 1/2 inch iron rod being in the west line of said 0.5 acre tract of land deeded to William D. Roberts and wife, Ella J. Roberts; THENCE South 00 degrees 25 minutes 23 seconds East, with the north line of said 112.868 acre tract of land and with the west line of said 0.5 acre tract of land deeded to William D. Roberts and wife, Ella J. Roberts, a distance of 10.90 feet to the POINT OF BEGINNING and containing 648 square feet or 0.015 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 20, 2013 ,14.) Shaun Marvin Piepkorn Registered Professional Land Surveyor No. 6432 Texas Finn No. 10106900 Exhibit A Page 2 of 2 EXHIBIT "B " PARCEL No. 17 P.E PERMANENT WA1ERUNE KELLER HICKS ROAD EASEMENT AREA 648 .SQ. FT. OR 1, (A .VARL&BLE WIDTH RIGHT-OF-WAY) 0.015 ACRESsa�«r, LINE FRO: 1/21R 0.5 ACRES (BY DEED) DONALD W, STARKEY VOLUME 10747, PACE 1165 D.R,T,C.T. LINE TABLE UNE BEARING DISTANCE L-1 S 89'43'24"W 60.00' L-2 N .00'25'23 10.77 " L 3. N 69'32'211 60.00' L-4 S 00'25'23 E 10.9O' FTA. 1/21R L-4 0 Ih L� SV�v�� NC1ScO C VN° . 266 BRA P�S�RA 60 30 0 60 SCALE IN FEET 0.5 ACRES (BY DEED) 0.498 ACRES (8Y DEED) WIWAM 0. ROOERTS AND WIFE, ACUSTIN CANO ELIA VOLUME 51877.. PAGE 550 C.C.F. No. DC04344771 A D.R.T.C,T. VE`! M��oW o gURg9 W,0LiP N Ae FRO. 5/B,IR N 89'41'51'E 104.38 P.O.C. FNO. 5/87IR %TH CAP ST$.IPW WRIER & BURCoS" BEN S 31'40'04'W, 0.37' NO'tfS4 1. A IXOAL DESCRIPTION Of EVEN DAZE ACCOMPmIES THIS PtAT. 2. ALL HEARINGS Ma C00RDINATES ME REFERENCEDTO THE TEXAS COORDINATE ANA-U�JI�E NORTH CENTRAL ZONE 4202. NJ. MINIM AND AREAS SHOWN EASEMENT LOCATION SUBJECT TRACT & LOCATION OF EASEMENT City of Fort Worth 1000 THR0CKM0RT0N STREET • FORT WORTH, TEXAS 76102 EXHIBIT SNOMANO PERMANENT WATRUNE EASEMENT 112.868 ACRE TRACT OF' LAND (BY DEED) WILUAM McCQWEN1131#/g.TMABSTRACT No. 999 CITY OF FORT WORTH TARRANT COUNTY. TEXAS ;icoVOLUME 1356 PAGE 310 DEED RECORDS OF TARRANT COUNTY, TEXAS q u 4OU R ; S INC W t 1HOE1 1 CITY PROJ, No, 02082 649 (j ACRES IA,CAL1 FILE: t7PPLOWS 2��3 BOEVARO ;O.;SITHH. TX. 75118 SHAUN MARVIN PE ' KORN REGISTERED PROFESSIONAL LAND SURVEYOR �y� a .i.. •, "•'i ." • >f7 T4,24 FAX 817-4118-1788 Page 1 of 6 Electronically Recorded Official Public Records Tarrant County 3/7/2014 10:02 AM D214044693 NOTICE OF CON ,s; IF YOU Ali,& NATURAelfiEWSON, YOU MAY REMOVE OR STRIK A�YOR LL.OF THE FOLLOWIIIQMOR119AMd`d;eRiWlUI,A. INSTRUMENT BEF Ii TSsPI EI51kR RECORD IN THE PUBLJ& REcI;ORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) 2870 Keller Hicks Road Parcel No 19 PWE (2,178 Sq Ft) William McCowen Survey, Abstract No 999 STATE OF TEXAS § COUNTY OF TARRANT § DATE: KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT r}C / 8j ,2014 GRANTOR: Agustin Cano GRANTOR'S MAILING ADDRESS (including County): 4201 Snapdragon Dr Keller, Tarrant County TX 76244-7760 GRANTEE: CITY OF FORT WORTH GRANTEES MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the William McCowen Survey, Abstract No. 999, further described as being a portion of a remainder of an 0.498 acre tract of land as recorded in County Clerk's File No. D204344771 Deed Records, Tarrant County, TX, and being more particularly described in Exhibits "A" and "B". (0.050 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and Permanent Water Facility Easement Rev, 05/12/2010 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRANTOR: St CI 4 • A tin Cano GL0 , \/G�9R` c.N . STATE OF TEXAS COUNTY OF TARRANT § GRANTEE: City of Fort Worth Fernando Costa Assistant City Manager APPROVED AS 0 JORM AND LEGALITY Aoistant City Attor ey ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared,C/45X4 rv,g12, , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of ,s ff r4 ��Wl an and that he/she executed the same as the act of said &5•'-iri Caw O for the purposes and consideration therein expr sed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this [2'.bru-rtivyza Notary Public to and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § (" day of BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant Citv Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND ND SEAL OF OFFICE this day of EvoNIA DOIELS ;zap Notary Pubiic. Stale of Texas ota Public in and for the State of Texas MVComrr10t201pues d ►•Y July Permanent Water Facility Ease r • Rev. 05/12/2010 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 19 PE CITY PROJECT No. 02082 2870 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 0.498 acre tract of land (by deed) deeded to Agustin Cano as recorded in County Clerk's File No. D204344771 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the southeast corner of a tract of land deeded to Amber Biggs as recorded in Volume 12289, Page 1375 of said Deed Records of Tarrant County, Texas, said point being the northeast comer of a 112.868 acre tract of land (by deed) deeded to Keller ISD as recorded in Volume 13567, Page 310 of said Deed Records of Tarrant County, Texas, said point also being in the west line of a 53.874 acre tract of land (by deed) deeded to Lewisville 7 Partners, LTD. Simon Warner and Doby as recorded in Volume 12680, Page 773 of said Deed Records of Tarrant County, Texas, from which a 1/2 inch iron rod with cap stamped "JS Cole 5411" found for reference bears South 00 degrees 28 minutes 17 seconds East, a distance of 1.01 feet, THENCE South 89 degrees 41 minutes 51 seconds West, with the south line of said tract of land deeded to Amber Biggs and with the north line of said 112.868 acre tract of land, a distance of 104.16 feet to a 1/2 inch iron rod with cap stamped "Cole 5411" found for the southwest comer of said tract of land deeded to Amber Biggs, said 1/2 inch iron rod with cap stamped "Cole 5411" being the southeast comer of said 0.498 acre tract of land, from which a 5/8 inch iron rod found for the southwest corner of said 0.498 acre tract of land bears South 89 degrees 41 minutes 51 seconds West, a distance of 104.25 feet, said 5/8 inch iron rod being the southeast corner of a 0.5 acre tract of land (by deed) deeded to William D. Roberts and wife, Ella J. Roberts as recorded in Volume 5167, Page 550 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod also being in the north line of said 112.868 acre tract of land, THENCE North 00 degrees 28 minutes 53 seconds West, with the east line of said 0.498 acre tract of land and with the west line of said tract of land deeded to Amber Biggs, a distance of 187.07 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE South 89 degrees 44 minutes 13 seconds West, a distance of 104.20 feet to a point for corner in the west line of said 0.498 acre tract of land, said point being in the east line of said 0.5 acre tract of land; THENCE North 00 degrees 27 minutes 58 seconds West, with the west line of said 0.498 acre tract of land and with the east line of said 0.5 acre tract of land, a distance of 20.86 feet to a point for the northwest corner of said 0.498 acre tract of land, said point being the northeast comer of said 0.5 acre tract of land, said point also being in Keller Hicks Road (a variable width right-of-way); Exhibit A Page 1 of 2 THENCE North 89 degrees 41 minutes 51 seconds East, with the north line of said 0.498 acre tract of land and with said Keller Hicks Road, a distance of 104.19 feet to a point for the northeast comer of said 0.498 acre tract of land, said point being the northwest corner of said tract of land deeded to Amber Biggs; THENCE South 00 degrees 28 minutes 53 seconds East, with the east line of said 0.498 acre tract of land and with the west line of said tract of land deeded to Amber Biggs, a distance of 20.94 feet to the POINT OF BEGINNING and containing 2,178 square feet or 0.050 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 16, 2013 Curtis Smith Registered Professional Land Surveyor No. 5494 Exhibit A Page 2 of 2 KELLER HICKS ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) 0.5 ACRES (BY DEED) WILLIAM D. ROBERTS AND WIFE, ELLA J. ROBERTS VOLUME 5167, PAGE 550 D.R.T.C.T. 5/8"IRF EXHIBIT ''B'' PARCEL No. > 9 PE L-3 PERMANENT WATERLINE EASEMENT AREA 2,178 SQ. FT. OR 0.050 ACRES N 0 co m I0.498 ACRES (BY DEED) I AGUSTIN CANO C.C.F. No. D204344771 I D.R.T.C.T. fr io N O O 1 /2"cIRF "COLE 5411" `�- S 89'41'51"W EN SVRv�� MGC0W o. 999 W\LLIABSIRACI N P 104.25' z AMBER BIGGS VOLUME 12289, PAGE D.R.T.C.T. LINE TABU LINE BEARING DISTANCE L-1 S 89'44'13HW 104.20' I L-2 N 00'27'58"W 20.86' N 89'41'51 "E 104.19' S 00'28'53"E 20.94' L-3 L-4 1375 SEE DETAIL "A" S 89'41'51 "W 104.16' 112.868 ACRES (BY DEED) KELLER ISD VOLUME 13567, PAGE 310 D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. NrW011ep REMAINDER OF 53.874 ACRES LEWISVILLE 7 PARTNERS, LTD. SIMON WARNER AND DOBY VOLUME 12680, PAGE 773 D.R.T.C.T. P.O.C. �-S 00'28'17"E 1.01' 1/2"CIRF "JS COLE 5411" DETAIL "A" NOT TO SCALE P.D.C.I Tr' 60 30 0 60 GEMMIIIIMENNI SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUT OF A 0.498 (BY DEED) ACRE TRACT OF LAND SITUATED IN THE WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 CITY OF FORT WORTH, TARRANT COUNTY. TEXAS AS RECORDED IN COUNTY CLERK'S FILE No. D204344771 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 I CITY PROJ. No. 02082 ACQUISITION AREA 2.178 SQUARE FEET OR 0.050 ACRES JOB No. B&G_1301.00 DRAWN BY: JCE CAD FILE: 19 PE.DWG DATE: SEPTEMBER 16, 2013 EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 60' GORRONDONA & ASSOCIATES, IN . • 7524 JACK NEWELL BOULEVARD OUTH FORT WORTH, TX. 76118 CURTIS SMIT ;po5494 S CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5494 TEXAS FIRM NO. 10106900 • 817-496-1424 FAX 817-496-1768 Page 1 of 7 Electronically Recorded Tarrant County Official Public Records 1 /21 /2014 3:28 PM D214012604 NOTICE OF CO 4i414fO1'kTS: IF YOU AIia NATURA .4HRSON, YOU MAY REMOVE OR STRi �gxtingNrtiiF THE FOLLOWIRGINI£OR I�BI ONETNI; INSTRUMENT BEFOR IT S FILED FOR RECORD IN THE PUBL WI S: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside 11 48" Water Main Phase 1 (DOE 7048) 3000 Keller Hicks Road Parcel No 24 PWE (2,087 Sq Ft) William McCowen Survey, Abstract No 999 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: " , 2014 GRANTOR: Ronnie L. Haliburton and wife, Jan D. Hallburton GRANTOR'S MAILING ADDRESS (including County): 3000 Keller Hicks Road Keller, Tarrant County TX 76244 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10,00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the William McCowen Survey, Abstract No, 999, further described as being a portion of a remainder of a 0.5 acre tract of land as recorded in Volume 12375, Page 2239, Deed Records, Tarrant County, TX, and being more particularly described in Exhibits "A" and " B". (0.048 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility Includes all incidental underground and aboveground attachments, equipment and Permanent Water Facility Easement Rev. 06/12/2010 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or -permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRA mr n D. Haliburton STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth Fernando Costa Assistant City Manager APPOVED AS TO FORM AND LEGALITY A sistant City Attorne ACKNOWLEDGEMENT BEFORE ME, the under ned authorty, a,Not rry Public in and for the State of Texas, on this day personally appea �NA1/ r✓,, A//buy► ki , known to me to be the same person whose name is su cribed to t pregoing instrument, and acknowledged to me that the same was the act of c4JW/� .4i� "iv and that he/she executed the same as the act of said Kw/U, "P_ t&/t obt-t,r-f on for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this , 20/y. STATE OF TEXAS day of yary Pubiic,fi(;nd for t e t:te of`Txas ACKNOWLEDGEMENT BARBARA LYNN HARPER My Commission Expires August 25, 2015 COUNTY OF TARRANT § BEFORE ME, the undersigned aut rity, a Nptary Public in and for the State of Texas, on this day personally appeared (!4-A/ /J ii.buiVA..) , known to me to be the same person whose name is sub ribedAo the foregoing instrument, and acknowledged to me that the same was the act of ,P4✓/0:4/� a o/N/ and that he/she executed the same as the act of said - 1 W /la/rha046N for the purposes and consideration therein expressed and in the capacity therein stated. `/ day of GIVEN UNDER MY HAND AND SEAL OF OFFICE this of Permanent Water Fealty Easement Rev. 05/12/2010 e State of -Texas BARBARA LYNN HARPER My Commission Expires August 25, 2015 ACKNOWLEDGEMENT . STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant Citv Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this /3-- day of 20 / Permanent Water Facility Easement Rev. 05/12/2010 otary Public in a " d for the State of Texas EVONIA DANIELS A Notary Public, State of Texas E My Commission Expires July 10, 2017 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 24 PE CITY PROJECT No. 02082 3000 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 0.5 acre tract of land (by deed) deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton as recorded in Volume 12375, Page 2239 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at the southeast corner of a 0.498 acre tract of land (by deed) deeded to Hudson Services, Inc. as recorded in County Clerk's File No. D211185363 of said Deed Records of Tarrant County, Texas, said point being the most easterly northeast corner of a 53.874 acre tract of land (by deed) deeded to Lewisville 7 Partners, LTD. as recorded in Volume 12680, Page 773 of said Deed Records of Tarrant County, Texas, said point being in the west line of a 3.2568 acre tract of land (by deed) deeded to Potomac Realty, LLC. as recorded in County Clerk's File No. D210251724 of said Deed Records of Tarrant County, Texas, from which a 5/8 inch iron rod with cap stamped "Carter and Burgess" found for reference bears North 31 degrees 23 minutes 41 seconds East, a distance of 0.35 feet; THENCE South 89 degrees 41 minutes 36 seconds West, with the south line of said 0.498 acre tract of land and with the north line of said 53.874 acre tract of land, a distance of 102.52 feet to a point for the southwest corner of said 0.498 acre tract of land, said point being the southeast comer of said 0.5 acre tract of land, from which a 5/8 inch iron rod found for an interior ell comer in the north line of said 53.874 acre tract of land bears South 89 degrees 41 minutes 36 seconds West, a distance of 208.70 feet, said 5/8 inch iron rod being the southwest corner of a 0.5 acre tract of land (by deed) deeded to James Weldon McDuff and wife, Billie C. McDuff as recorded in Volume 6060, Page 450 of said Deed Records of Tarrant County, Texas; THENCE North 00 degrees 31 minutes 10 seconds West, with the east line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton and with the west line of said 0.498 acre tract of land, a distance of 187.68 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE South 89 degrees 46 minutes 50 seconds West, a distance of 104.35 feet to a point for corner in the west line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton, said point being in the east line of said 0.5 acre tract of land deeded to James Weldon McDuff and wife, Billie C. McDuff; Exhibit A Page 1 of 2 THENCE North 00 degrees 31 minutes 10 seconds West, with the west line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton and with the east line of said 0.5 acre tract of land deeded to James Weldon McDuff and wife, Billie C. McDuff, a distance of 20.00 feet to a point for the northwest corner of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton, said point being the northeast corner of said 0.5 acre tract of land deeded to James Weldon McDuff and wife, Billie C. McDuff, said point also being in Keller Hicks Road (a variable width right-of-way); THENCE North 89 degrees 46 minutes 50 seconds East, with the north line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburtin and with said Keller Hicks Road, a distance of 104.35 feet to a point for the northeast corner of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton, said point being the northwest corner of said 0.498 acre tract of land; THENCE South 00 degrees 31 minutes 10 seconds East, with the east line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton and with the west line of said 0.498 acre tract of land, a distance of 20.00 feet to the POINT OF BEGINNING and containing 2,087 square feet or 0.048 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 23, 2013 „AtiM..) &044,14,1", Shaun Marvin Piepkorn Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 UNE TA I LINEBEARING B DISTANCE 1 EXHIBIT "B " I I L-1 N 00'31'10y 120.00' I PARCEL No, 24PE I L-2 S 00'31'10'E 20.00' I KELLER HICKS ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) ANCISCO CUELLA SURREY �R ABSTRACT NO. 266 ' M APPROXIMATE N 8'46' 104.J < 50 E 104.35' _ APPROXIMATE SURVEY UNE SURVEY UNE J � .�P.O.B.� PERMANENT WATERUNE EASEMENT AREA 2,087 SQ. FT. OR 0.048 ACRES .I 112 0.5 ACRES (BY DEED) m 0.498 ACRES (BY DEED) 3.2568 ACRES (BY DEED) JAMES WELDON McDUFF 0.5 ACRES • HUDSON SERVICES, INC. POTOMAC REALTY, LLC AND WIFE, BIWE C. McOUff(� DEED) C.C.F. No. D211185363 C.C.F. No. D210251724 VOLUME 6060, PAGE 450 RONNIE L HAUBURTON o D.R.T.C.T. D.R.T.C.T. D.R.T.C.T. AND WIFE, JAN D. HAUBURTON M VOLUME 12375, PAGE 2239 0 D.R.T.C.T. I z 1 FND. 5/8"IR-- - S 89'41'36"W 208.70' "J �� S 89'41.36"W 102.52' N SURVE`! wILL1AM PAcC�WN • 999 ABSTRA NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. P.O.C. FND. 5/8"IR WITH CAP STAMPED "CARTER AND BURGESS" BEARS N 31'23.41 "E 0.35' 60 30 0 60 SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUT OF A 0.5 ACRE TRACT OF LAND (BY DEED) SITUATED IN THE WILUAM McCOWEN SURVEY, ABSTRACT No. 999 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 12375, PAGE 2239 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: NORTHSIDE II 48 INCH WATER MAIN. PHASE 1 I CITY PROJ. No. 02082 ACQUISITION AREA 2.087 SQUARE FEET OR 0.048 ACRES JOB No. B.l G_1301.00 I DRAWN BY: SMP f CAD FILE: 24 PE.DWG DATE SEPTEMBER 23, 2013 EXHIBIT 8 PAGE 1 OF 1 yI1SCALE: 1" 60' GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD OUTH FORT WORTH, TX. 76118 R IN • E REGISTERED PROFESS ONAL LAND SURVEYOR NO. 6434 TEXAS FIRM NO. 10106900 • 817-496-1424 FAX 817-498-1768 Page 1 of 6 Electronically Recorded Tarrant County Official Public Records 2/3/2014 4:33 PM D214021640 NOTICE OF C - ,' 6 : T IGWI S: IF YOU AI`iC. N�►TURA131' SON, YOU MAY REMOVE OR STRi N aviTi.0�OF THE FOLLOWi ntFOR MITI13d4' c i l$ INSTRUMENT BEF1 -FOR RECORD IN THE PUBLQ ?iW DS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside 11 48" Water Main Phase 1 (DOE 7048) 3010 Keller Hicks Road Parcel No 25 PWE (2,088 Sq Ft) William McCowen Survey, Abstract No 999 STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: O 9 l ; Oyu C71 4 -)\X GRANTOR: Hudson Services, Inc. GRANTOR'S MAILING ADDRESS (including County): 1128 Oak Drive Keller, Tarrant County TX 76248 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the William McCowen Survey, Abstract No. 999, further described as being a portion of a remainder of a 0.498 acre tract of land as recorded In County Clerk's File No. D211185363 of the Deed Records of Tarrant County, TX, and being more particularly described in Exhibits "A" and "B". (0.048 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility", The Facility includes all incidental underground and aboveground attachments, equipment and Permanent Water Eaclifty Easement Rev. 05112/2010 appurtenances, including, but not limited to manholes, manhole vents, lateral Tine connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (It) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 : HudsoSrvices inc. GRANTEE: City of Fort Worth Don = . Hudson, III, Preside STATE OF TEXAS Fernando Costa Assistant City Manager APPROV. D AS TO OM AND LEGALITY sistant City Attor ACKNOWLEDGEMENT COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Nota P lic in and for the State of Texas, on this day personally appeared - AN! j, •1101 , known to me to be the same person whose name is subscribe to the forging instrument, and acknowledged to me that the same was the act of _ and that he/she executed the same as the act of said __� n( for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 9.1 day of ,20 .. tkiii.4 / / RACHAELIBARM NOTARY MJBUC STATE OF TEXAS y'iCornmisslon bairn12.18.201 STATE OF TEXAS COUNTY OF TARRANT § Notary Public in an f the State of Texas ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant Citv Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this C-g4 day of ,2Q/ . Permanent Water Facility Ea Rev. 05/12/2010 ft0'�rAG. EVONIA DANIELS Notary Public in and for the State of Texas :°o o Notary Public, State of Texas V.•I«f My Commission Expires ;��p�,t '4July 10. 2017 NORTHSIDE I148 INCH WATER MAIN, PHASE 1 PARCEL No. 25 PE CITY PROJECT No. 02082 3010 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 0.498 acre tract of land (by deed) deeded to Hudson Services, Inc. as recorded in County Clerk's File No. D211185363 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at the southeast comer of said 0.498 acre tract of land, said point being the most easterly northeast corner of a 53.874 acre tract of land (by deed) deeded to Lewisville 7 Partners, LTD. as recorded in Volume 12680, Page 773 of said Deed Records of Tarrant County, Texas, said point also being in the west line of a 3.2568 acre tract of land (by deed) deeded to Potomac Realty, LLC. as recorded in County Clerk's File No. D210251724 of said Deed Records of Tarrant County, Texas, from which a 5/8 inch iron rod with cap stamped "Carter and Burgess" found for reference bears North 31 degrees 23 minutes 41 seconds East, a distance of 0.35 feet, and from which a 5/8 inch iron rod found for the southwest corner of a 0.5 acre tract of land (by deed) deeded to James Weldon McDuff and wife, Billie C. McDuff as recorded in Volume 6060, Page 450 of said Deed Records of Tarrant County, Texas bears South 89 degrees 41 minutes 36 seconds West, a distance of 311.22 feet, said 5/8 inch iron rod being an interior ell corner in the north line of said 53.874 acre tract of land; THENCE North 00 degrees 01 minutes 10 seconds East, with the east line of said 0.498 acre tract of land and with the west line of said 3.2568 acre tract of land, a distance of 187.53 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE South 89 degrees 46 minutes 50 seconds West, a distance of 104.29 feet to a point for corner in the west line of said 0.498 acre tract of land, said point being in the east line of a 0.5 acre tract of land (by deed) deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton as recorded in Volume 12375, Page 2239 of said Deed Records of Tarrant County, Texas; THENCE North 00 degrees 31 minutes 10 seconds West, with the west line of said 0.498 acre tract of land and with the east line of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton a distance of f 20.00 feet to a point for the northwest corner of said 0.498 acre tract of land, said point being the northeast corner of said 0.5 acre tract of land deeded to Ronnie L. Haliburton and wife, Jan D. Haliburton, said point also being in Keller Hicks Road (a variable width right -of- ' way); Exhibit A Page 1 of 2 THENCE North 89 degrees 46 minutes 50 seconds East, with the north line of said 0.498 acre tract of land and with said Keller Hicks Road, a distance of 104.47 feet to a point for the northeast corner of said 0.498 acre tract of land; THENCE South 00 degrees 01 minutes 10 seconds West, with the east line of said 0.498 acre tract of land, a distance of 20.00 feet to the POINT OF BEGINNING and containing 2,088 square feet or 0.048 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 23, 2013 Shaun Marvin Piepkom Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 4-42 1-0STO1 1 'V Ihwyti zfiiffricy - • ------ EXHIBIT "B Mal, No. 2511? KELLER HICKS 'ROAD VARIABLEWIDTH RIGHT--,OF-VAYI il 0.5 ACRES IXED ONES W NO WIPE, SWE vOtillE 6080, PME 460 AP/RES (ar DEED :RONK L. MAU MO .04111:04MOURTON VOLOME 12375, "PE 2239 "41), s er41.3ew ji 1.22, *ILA.00•144i lilicC0‘140 SURVEY ASSIRA01 144. 999 FRANCISCO CUEIIPs SliftVEY APSTRAC1 NO: 266 46""...?,•"1 04.47' 4A ...' tNEt t.Of • "u4.7. P. O.B. 89'48'80wW PERMANENT WATERLINE EASEMENT AREA 2.088 FT. OR o.o4e ACRES 0,498 ACRES (BY pap) 44: HUDSON StRVICES, 'INC. 31,,066„ii.f.ACAIES (eYro aff) C.C.F. No. D211185383 EFT RE402 c714 D.R.T.C.T.. 111 1•, P..: 0. c . Fria,- 5/51R .:Vi.it.11 .C4f.' FrAMPEO ) i ‘.'o0SRTER..M.P. OkiltOOS- titARS .h4 5113'412 '0.35' • NORM 1. A LEON. DESCRIPPOth Of MN war ACCOMPANIES 7196 Put 2. AU. 11f.:. #40 cOOttpAAIES str_ippica) To 1HE IPA2 MAttEnritatil. "9" WM- iCnt 0024 Atli OITTMCC% N40 Antis 60.30 0 60 SCALE IN FEET City of Fort Worth 1000 MIROCKMORTON • FORT WORTH, TEXAS 78102 COOT MOM A PERMANENT WATERUNE EASEMENT OW Or A 0.408 ACRE TRACT OF LAND (BY DEED) WILLIAM •McCOWENTIWEtY4, _THIPSTRACT NO.. 098 CITY Of ;FORT WORTH. ;TARRANT qoUKIYi TEXAS 13 Mr ma, 2, 'IN COUNTY CLERK'S FILE No 0211.1853t53 DEED 'RECORDS OF TARRANT 'COUNTY, PEAS naggf; tiOffliVDE If 48 INCH WA gl g1a1321412a.2. ACaUtShrOlIi AREA 2088.:SQUARE FT �R 1343r2oi3 1,40`)#1 ASSOCUp 445, • 7324- ‘441112.eouizolto FUE: 25 PE.0`821 114. 78118 • 817 5-4424 F,x417-484-1788 regerma PROftiStatiOL tAti6SUNEYOR " 'F/151:140::: 0108200 Page 1 of 6 Electronically Recorded Tarrant County Official Public Records 3/10/201410:40 AM D214045696 NOTICE OF CONA;e1T R Grffs: IF YOU AREA NATURAL WERSON, YOU MAY REMOVE OR STRIIE4INYufakAiptaOF THE FOLLOWIR 'Oil RWiti At le i4I!S INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PURL A S: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) 3060 Keller Hicks Road Parcel No 26 PWE (5,020 Sq Ft) William McCowen Survey, Abstract No 999 STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: �Q.braort 19 , 201IBy GRANTOR: Potomac Realty, LLC. GRANTOR'S MAILING ADDRESS (including County): 9480 Contractors Court Manassas, VA 2109-5432 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the William McCowen Survey, Abstract No, 999, further described as being a portion of a remainder of a 3.2568 acre tract of land deeded to Potomac Realty, LLC as recorded in County Clerk's File No. D210251724 of the Deed Records of Tarrant County, TX, and being more particularly described in Exhibits "A" and "B" (0.115 acres) Grantor, • for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility Permanent Water Facility Easement Rev. 05/12/2010 includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 OR:Potomac Realty, LLC. Steven .}�h{e�, Governing Person STATE OFT-EXASV A § COUNTY OF TARRANT § GRANTEE:,' City of Fort Worth Fernando Costa Assistant City Manager APPROVED,AS TO FIR AND LEGALITY t.� At#'sistant City Attornc ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared ins, T$11 k , known to me to be the same person whose name is subscribed o the foregoing instrument, and acknowledged to me that the same was the act of me and that he/she executed the same as the act of said ,.,,rvx,,c... '.ga.t.1.0 r I..I. Cr for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 11 day of PATRICIA HEL DOYLE Notary Public Commonwealth of Virginia 7388944 My Commission Expires Jan 31, 2015 STATE OF TEXAS COUNTY OF TARRANT § Notary Public il(nd for the State of TexasVA ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HANDNDSEAL OF OFFICE this day of , 2O/ EVONIA DANIEL ue`,= Notary Public, Stole of My Commfsslon Exp July 10, 2017 ary Public in Ira for the State of Texas Permanent Water Facility Easemer- • Rev. 05/12/2010 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 26 PE CITY PROJECT No. 02082 3060 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 3.2568 acre tract of land (by deed) deeded to Potomac Realty, LLC as recorded in County Clerk's File No. D210251724 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at the southeast corner of a 0.498 acre tract of land (by deed) deeded to Hudson Services, Inc. as recorded in County Clerk's File No. D211185363 of said Deed Records of Tarrant County, Texas, said point being the most easterly northeast corner of a 53.874 acre tract of land (by deed) deeded to Lewisville 7 Partners, LTD. as recorded in Volume 12680, Page 773 of said Deed Records of Tarrant County, Texas, said point also being in the west line of a said 3.2568 acre tract of land, from which a 5/8 inch iron rod with cap stamped "Carter and Burgess" found for reference bears North 31 degrees 23 minutes 41 seconds East, a distance of 0.35 feet, and from which a 5/8 inch iron rod found for the southwest corner of a 0.5 acre tract of land (by deed) deeded to James Weldon McDuff and wife, Billie C. McDuff as recorded in Volume 6060, Page 450 of said Deed Records of Tarrant County, Texas bears South 89 degrees 41 minutes 36 seconds West, a distance of 311.22 feet, said 5/8 inch iron rod being an interior ell corner in the north line of said 53.874 acre tract of land; THENCE North 00 degrees 01 minutes 10 seconds East, with the west line of said 3.2568 acre tract of land and with the east line of said 0.498 acre tract of land, a distance of 186.14 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE North 00 degrees 01 minutes 10 seconds East, with the west line of said 3.2568 acre tract of land and with the east line of said 0.498 acre tract of land, a distance of 20.00 feet to a point for the northwest corner of said 3.2568 acre tract of land, said point being in Keller Hicks Road (a variable width right-of-way); THENCE South 89 degrees 53 minutes 50 seconds East, with the north line of said 3.2568 acre tract of land and with said Keller Hicks Road, a distance of 251.03 feet to a point for the northeast corner of said 3,2568 acre tract of land; THENCE South 00 degrees 06 minutes 10 seconds West, with the east line of said 3.2568 acre tract of land, a distance of 20.00 feet to a point for corner; THENCE North 89 degrees 53 minutes 50 seconds West, a distance of 251.00 feet to the POINT OF BEGINNING and containing 5,020 square feet or 0.115 acres of land, more or less. Exhibit A Page 1 of 2 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 23, 2013 ,Ale444A-0 ��p7 Shaun Marvin Piep'corn Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 m11,,,i,,„1„1 .!!,,,,„,,„i,,,,,,,,, UNE L-1 L-2 UNE TABLE BEARING I DISTANCE N 00'01'10"E 20.00' S 00'06' 10"W 20.00' APPROXIMATE SURVEY LINE FND. 5/8"IR11' EXHIBIT "B " PARCEL No. 26PE KELLER HICKS ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) L-1 _ M I P.O.B. zg o�mw rpoM�: U W N ,nz�� oce0zo S 89'41'36'W 311.22' ad a N Wm No Lai oI Et o.K ¢zzo wog ICJ oxc> P. 0. C. FND. 5/8"IR WITH CAP STAMPED "CARTER AND BURGESS" BEARS N 31'23.41 "E 0.35' REMAINDER OF 53.874 ACRES LEWISVILLE 7 PARTNERS, LTD. VOLUME 12680, PAGE 773 D.R.T.C.T. 100 50 0 100 111.1111111.11.1111 SCALE IN FEET NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. CVEL�`A v ANC,SCO ABS1 R ACC Np . so\JEN( 7.66 APPROXIMATE S 89'53'50"E 251.03' --.- SURVEY LINE ..................................................... N 89'S3'S0"W 251.00' -' PERMANENT WATERLINE EASEMENT AREA 5,020 SQ. FT. OR 0.115 ACRES 3.2568 ACRES (BY DEED) POTOMAC REALTY, LLC C.C.F. No. D210251724 D.R.T.C.T. c VnV co \G• JJ 0 0 w U.1 o oZ EASEMENT LOCATION SUBJECT TRACT & LOCATION OF EASEMENT oxrWo�r City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS ]6t 02 1000 STREET • FORT 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUT OF A 3.2568 ACRE TRACT OF LAND (BY DEED) SITUATED IN THE WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN COUNTY CLERK'S FILE No. D210251724 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: NORTHSIDE II 48 INCH WATER MAIN. PHASE 1 I CITY PROJ. No. 02082 ACQUISITION AREA 5.020 SQUARE FEET OR 0.115 ACRES JOB No. 138eG_1301.00 DRAWN BY: SMP CAD FILE: 26 PE.DWG 2013 DATE: ca RONDO & ,ASSOCIATES, IN E• XH 7524 JACK NEWELLBIT 13 PAGE 1 OFt BOULEVARD i0UTH FORT WORTH, TX. 76118 SHAUN MAR IN EP'ORN REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6432 TEXAS FIRM NO. 10106900 • 817-496-1424 FAX 817-496-1768 Page 1 of 6 Electronically Recorded Official Public Records Tarrant County 1 /21 /2014 3:53 PM D214012688 NOTICE OF Cb ' QfjirS: IF YOU Alit@§k NATURAVMSON, YOU MAY REMOVE OR STRI NY OR LL OF THE FOLLOWIN5WRARRNS-Sigal§ INSTRUMENT BEF tEVFOR RECORD IN THE PUBL EW } }S: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside It 48" Water Main Phase 1 (DOE 7048) 3100 Keller Hicks Road Parcel No 27 PWE (7,956 Sq Ft) William McCowan Survey, Abstract No 999 STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: Onoc rc_A , 201# ,,1[' _ GRANTOR: WAC SOUTHLAKE DEVELOPMENT, L.C. GRANTOR'S MAILING ADDRESS (including County): 7141 Cross Timbers Rd Flower Mound, Tarrant County, TX 75022-6216 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the William McCowan Survey, Abstract No. 999, being part of the 4.36 acre tract, further described as Tract 1, and a 1.97 acre tract of land, as recorded in Volume 13490, Page 12, Deed Records, Tarrant County, TX, and being more particularly described in Exhibits "A" and "B". (0.183 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility Permanent Water FaciUty Easement Rev. 05/12/2010 includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GRANTOR: W Southl a Development, L.C. GRANTEE: City of Fort Worth William A. BY: i1Vnajing Member STATE OF TEXAS COUNTY OF TARRANT § Fernando Costa Assistant City Manager APPOVED AS TO FORM AND LEGALITY A'sitant City Attorn ACKNOWLEDGEMENT W141 SHANNON KELLV FAHEY €=3 Notary Public, State of Texas My Commission Expires March 15, 2016 BEFORE ME, the undersignesl authority, a Notary Public in and for the State of Texas, on this day personally appeared esil Cosner , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Q Al C&SKte and that he/she executed the same as the act of said ,A\ ems(' for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAN AND SEAL OF OFFICE this ' i (I day of j1AltarU1� , 201i. No`t'ary Public in and for the e of Texas ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant Citv Manaaer of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this X5 day of 20/4 Permanent Water Facility Easement Rev. 05/12/2010 •o``ayP"'' EVONIA DANILS '�°'� 1 •��`4= Notary Public, State of Texas 3 .4 r My Commissior' Expires %.',;,oF�;;.�° July 10, 2017 r-Attilf-est 1,41234,'ublic in and for the State of Texas NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 27 PE CITY PROJECT No. 02082 3100 KELLER HICKS ROAD WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 EXHIBIT "A" Being a permanent waterline easement situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 4.36 acre tract of land (by deed), further described as Tract I, and a 1.97 acre tract of land (by deed), further described as Tract II, both tracts being deeded to Southlake Development, L.C. as recorded in Volume 13490, Page 12 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the northwest corner of a tract of land deeded to Fleet Force Truck & Equipment, L.P. as recorded in County Clerk's File No. D208311548 of said Deed Records of Tarrant County, Texas, said point being in the east line of said Tract II, from which a 1/2 inch iron rod with cap stamped "KAZ 5312" found for reference bears North 89 degrees 53 minutes 50 seconds West, a distance of 0.34 feet; THENCE North 00 degrees 18 minutes 26 seconds East, with the east line of said Tract II, a distance of 1.37 feet to the POINT OF BEGINNING of the herein described permanent waterline easement; THENCE North 89 degrees 53 minutes 50 seconds West, passing at a distance of 156.00 feet a point in the west line of said Tract II, said point being in the east line of said Tract I, in all, a distance of 397.76 feet to a point for corner in the west line of said Tract I, from which a 1/2 inch iron rod with cap stamped "KAZ 5312" found for the northeast corner of a 0.50 acre tract of land (by deed) deeded to Lonnie Forester and wife, Linda Forester as recorded in Volume 10574, Page 2100 of said Deed Records of Tarrant County, Texas bears South 00 degrees 06 minutes 10 seconds West, a distance of 1.85 feet; THENCE North 00 degrees 06 minutes 10 seconds East, with the west line of said Tract I, a distance of 20.00 feet to a point for the northwest corner of said Tract I, said point being in Keller Hicks Road (a variable width right-of-way); THENCE South 89 degrees 53 minutes 50 seconds East, with the north line of said Tract I and with said Keller Hicks Road, passing at a distance of 241.82 feet a point for the northeast corner of said Tract I, said point being the northwest corner of said Tract II, in all, a distance of 397.83 feet to a point for the northeast corner of said Tract II; THENCE South 00 degrees 18 minutes 26 seconds West, with the east line of said Tract II, a distance of 20.00 feet to the POINT OF BEGINNING and containing 7,956 square feet or 0.183 acres of land, more or less. Exhibit A Page 1 of 2 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: September 24, 2013 Shaun Marvin Piepkom Registered Professional Land Surveyor No. 6432 Texas Firm No. 10106900 Exhibit A Page 2 of 2 SEE DETAIL "B" FND. 1/2"IR WITH CAP STAMPED "KAZ 5312" 0.50 ACRES (BY DEED) LONNIE FORESTER AND WIFE, UNDA FORESTER VOLUME 10574, PAGE 2100 D.R.T.C.T. EXHIBIT ''B'' PARCEL No. 27PE UNE TABLE UNE BEARING DISTANCE I L-1 N 00'18'26"E 1.37' I L-2 S 00'06'10"W 1.85' I L-3 N 00'06'10" 20.00' I L-4 S 00' 18'28"W 20.00' L-4 :.:::..::::::::.24,.B2.;:....;AT ;: :...... P.O.B.I N 89'53'50" W 397.76' KELLER HICKS ROAD (A VARIABLE WIDTH RIGHT—OF—WAY) S 89'53'50" E 397.83' PERMANENT WATERLINE EASEMENT AREA 7,956 SQ. FT. OR 0.183 ACRES TRACT I 4.36 ACRES (BY DEED) SOUTHLAKE .DEVELOPMENT, L.C. VOLUME 13490, PAGE 12 W/LLt D.R.T.C.T. Aesr AcroweN s CT N0, 999 t. r 100 50 0 100 SCALE IN FEET C•1 397.76• FND. 1/2"CIR "I(AZ 5312" . DETAIL "B" NOT TO SCALE • • NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. SEE DETAIL "A" ''-P.O,B ; :.;; ;.; ._ 397.76' • f FND. 1/2"CIR "KAZ 5312" BEARS N 89'53'50"W 0.34' DETAIL "A" NOT TO SCALE P.O.C. FND. 1 /2"IR WITH CAP STAMPED"KAZ 5312" BEARS N 89'53'50"W 0.34' FLEET FORCE TRUCK & EQUIPMENT, L.P. C.C.F. No. 0208311548 D.R.T.C.T. EASEMENT LOCATION SUBJECT TRACT & LOCATION OF EASEMENT o gWor City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS )610R 1000 STREET • 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUT OF A 4.36 ACRE TRACT OF LAND (BY DEED) AND A 1.97 ACRE TRACT OF LAND (BY DEED) SITUATED IN THE WILLIAM McCOWEN SURVEY, ABSTRACT No. 999 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 13490, PAGE 12 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: NORTHSIDE II 48 INCH WATER MAIN. PHASE 1 I CITY PROJ. No. 02082 ACQUISITION AREA 7.956 SQUARE FEET OR 0.183 ACRES JOB No. B&G_1301.00 DRAWN BY: SMP CAD FILE 27 PE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE SEPTEMBER 24, 2013 EXHIBIT B PAGE 1 OF SCALE: 1" - 100' .NO. 643 TEXAS FIRM )j0. 10106900 GORRONDONA & ASSOCIATES, IN . • 7524 JACK NEWELL BOULEVARD OUTH FORT WORTH, 1X. 78118 • 817-498-1424 FAX 817-498-1788 SHAUN MARVIN PIEP ORN Page 1 of 7 Electronically Recorded Official Public Records NOTICE OF G 4 + "o f.. - ;r 141..IP MtrS: IF YOU AIWA NATURAUPERSON, YOU MAY REMOVE OR STRI #ANY ORALL OF THE FOLLOWINAIWORWRISSMilap INSTRUMENT BEF 4 `� iiigPFILFOR RECORD IN THE PUBLAS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. Tarrant County 1 /21 /2014 4:01 PM D214012709 CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) 11524 Ridgeview Circle Parcel No 29 PWE (2,386 Sq Ft) Francisco Cuella Survey, Abstract No 266 STATE OF TEXAS § COUNTY OF TARRANT § DATE: KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT a12 7 ? ,2014 GRANTOR: Bernardo and Sidnee Silva GRANTOR'S MAILING ADDRESS (including County): 11524 Ridgeview Circle Fort Worth, Tarrant County TX 76244 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the Francisco Cuella Survey, Abstract No. 266, further described as being a portion of a tract of land as recorded in Volume 14225, Page 399, Deed Records, Tarrant County, TX, and being more particularly described in Exhibits "A" and "B". (0.055 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility Includes all incidental underground and aboveground attachments, equipment and Permanent Water Facility Easement Rev. 05/12/2010 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Facility Easement Rev. 05/12/2010 GR, to Bernardo Silva / ee Silva STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City ofFort Worth 5-7441,24, Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorn ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Bern Qcrc{O �i'L t/G� , known to me to be the same person whose name is subscribed to tf p fo�ggvi instrument, and acknowledged to me that the same was the act of �7, 4 , S / / and that he/she executed the same as the act of said i<'1C�.. S//tiff for the purposes and consideration therein expressed and in the capacity therein stated. G,IlVEN UNDER MY HAND AND SEAL OF OFFICE this Oh / ,20 Y. KATERYNA V ROE Notary Pu Notary Public STATE OF TEXAS My Comm. Exp. 08 15-16� ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ci dti S,'L va_- , known to me to be the same person whose name is subsgribji to theforp_going instrument, and acknowledged to me that the same was the act of 5/ 4"4c -)//e and that he/she executed the same as the act of said �etn/e : (,44 for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this dpy of ( Notarvl Public in zl`i the State of Texas Pe. anen Re Oh , 20 (`- . KATERYNAV ROE Notary Public STATE OF TEXAS Faci it EGomm. nt Exp. 08-15.15 N aseme ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this N day of 20/r Permanent Water Facility Easement Rev. 05/12/2010 Notary Public in and fo the State of Texas EVONIA DANIELS :�o�•'' mr's +' �2 Notary Public, State of Texas +f, My Commission Expires s4f1;o;:;P* July 10, 2017 t . NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 29 PE CITY PROJECT No. 02082 11524 RIDGEVIEW CIRCLE FRANCISCO CUELLA SURVEY, ABSTRACT No. 266 EXHIBIT "A" Being a permanent waterline easement situated in the Francisco Cuella Survey, Abstract No. 266, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a tract of land deeded to Bernardo Silva and Sidnee Silva as recorded in Volume 14225, Page 399 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: BEGINNING at a 1 inch iron rod found for an angle point in the west line of said tract of land deeded to Bernardo Silva and Sidnee Silva, said 1 inch iron rod being an angle point in the east line of a 3.09 acre tract of land (by deed) deeded to Brenda K. Cole and Kenneth V. Cole as recorded in County Clerk's File No. D207209643 of said Deed Records of Tarrant County, Texas; THENCE North 43 degrees 04 minutes 22 seconds East, with the west line of said tract of land deeded to Bernardo Silva and Sidnee Silva and with the east line of said 3.09 acre tract of land, a distance of 43.97 feet to a point for corner, from which a 1/2 inch iron rod found for the northwest corner of said tract of land deeded to Bernardo Silva and Sidnee Silva bears North 43 degrees 04 minutes 22 seconds East, a distance of 76.25 feet, said 1/2 inch iron rod being in the south line of Lot 5, Block 1 of Keller High School No. 4 Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet B, Slide 3496 of the Plat Records of Tarrant County, Texas; THENCE South 00 degrees 02 minutes 42 seconds West, a distance of 101.21 feet to a point for corner in the west line of said tract of land deeded to Bernardo Silva and Sidnee Silva, said point being in the north right-of-way line of Ridgeview Circle (a 60.0' right-of- way) as recorded in Volume 6214, Page 276 of said Deed Records of Tarrant County, Texas, said point also being the beginning of a non -tangent curve to the left having a radius of 60.00 feet, a central angle of 30 degrees 05 minutes 23 seconds, and whose chord bears North 74 degrees 20 minutes 40 seconds West, a distance of 31.15 feet; THENCE with said non -tangent curve to the left, with the west line of said tract of land deeded to Bernardo Silva and Sidnee Silva and with the north right-of-way line of said Ridgeview Circle, an arc length of 31.51 feet to a point for the most westerly southwest corner of said tract of land deeded to Bernardo Silva and Sidnee Silva, said point being the most easterly southeast corner of said 3.09 acre tract of land; Exhibit A Page 1 of 2 THENCE North 00 degrees 02 minutes 42 seconds East, with the west line of said tract of land deeded to Bernardo Silva and Sidnee Silva and with the east line of said 3.09 acre tract of land, passing at a distance of 0.83 feet a 1/2 inch iron rod found for reference, in all, a distance of 60.69 feet to the POINT OF BEGINNING and containing 2,386 square feet or 0.055 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: August 23, 2013 Curtis Smith Registered Professional Land Surveyor No. 5494 Exhibit A Page 2 of 2 EXHIBIT "B PARCEL No. 29 PE HIGH SCHOOL DRIVE (A PRIVATE STREET) ACCESS, UTILITY AND DRAINAGE EASEMENT CABINET B, SLIDE 3496 P.R.T.C.T. CURVE TABLE I UR160.00' I D LTA ANGLE I CHORD 3 CN CURVE BEARING I CHORD 3.1 LENGTH I ARC 31 LENGTH UNE L-1 L-2 L-3 UNE TABLE I' BEARING N 43'04'22•E S 00'02'42"V N 00'02.42" DISTANCE 43,97' 101.21' I 60,69' I 3.09 ACRES (By DEED) BRENDA K. COLE AND KENNETH V. COLE C.C.F. No. D207209643 D.R.T.C.T. P.O.B. I FNO 1"IRBF ��•,•••• SEE to) DETAIL "A" ELLP Sv6v �� A RPNSCRPC No 26 F BSI ACQUISITION LOCATION SUBJECT TRACT & LOCATION OF ACQUISITION UJ CC } N U w O .0 w a~ aid W ow tOo EE NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ME SURFACE. oRT WORT FND 1/21RF LOT 5, BLOCK > KELLER HIGH SCHOOL No. 4 ADDITION CABINET B, SLIDE 3496 P.R. T.C.T. BERNARDO SILVA, AND SIDNEE SILVA VOLUME 14225, PAGE 399 D.R.T.C.T. PERMANENT WATERLINE EASEMENT AREA 2,386 SQ. FT. OR 0.055 ACRES PASSING AT 0.83' 1/2"IR FOUND FOR REFERENCE DETAIL "A" NOT TO SCALE 60 30 0 60 �^ SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUT OF A TRACT OF LAND SITUATED IN THE FRANCISCO CUELLA SURVEY, ABSTRACT No. 266 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 14225, PAGE 399 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: NORTHSIDE II 48 INCH WATER MAIN. PHASE 1 I CITY PROJ. No. 02082 ACQUISITION AREA 2.386 SQUARE FEET OR 0.055 ACRES JOB No. B&0_1301.00 I DRAWN BY: JCE CAD FILE: 29 PE.DWG DATE: AUGUST 23, 2013 I EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 60' GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD OUTH FORT WORTH, TX. 76118 CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR 5gTEXAS nem NO. 817 496-176889oo • 6117498-1424 Page 1 of 7 Electronically Recorded Official Public Records Tarrant County 1/6/2014 210 PM D214002919 NOTICE OF C +J` r 018PlealiFilFEYFOLLAOREINI NATU�RAI$ ON, YOU MAY REMOVE ORSTR' -�� t C�a. • :. , $¢ �y}ig INSTRUMENT BEI=Y1�Fg48�lI�DiFOR RECORD IN T ��' t �� �'. `y SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) 11626 Ridgeview Circle Parcel No 30 PINE (2,977 Sq Ft) Francisco Cuella Survey, Abstract No 266 STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS PERMANENT 1'VA ER FAC LIITY EASEMENT DATE: 1 ('"" 20 , 2013 GRANTOR: Brenda K and Kenneth V. Cole GRANTOR'S MAILING ADDRESS (including County): 11525 Ridgeview Circle Fort Worth, Tarrant County TX 76244 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of that certain tract of land in the Francisco Cuella Survey, Abstract No. 266, further described as being a portion of a tract of land as recorded in the County Clerk File No. D207209643, Deed Records, Tarrant County,TX, and being more particularly described in Exhibits "A" and "R" (0.068 acres) Grantor, for the Consideration paid to Grantor and other goad and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and Permanent Water Faollity Eagame nt Page 2 of 7 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and " V" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and aft times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement properly a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement, TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 101h anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. (SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permenenl Water Facility Casement Page 3 of 7 • RANTOR:D .“(7 K. Cote STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth 1 Fernando Costa Assistant City Manager APPR ED AS �'O FORM AND LEGALITY ' a As nt City Attome ACKNOWLEDGEMENT BEFORE ME, the undersi ed uthgr; yIyp on this day personally appear �r same person whose name is sub cribed to the foie ru that the same was the act of the same as the act of said and consideration therein expressed and in the , ry a t a to ublic in and for the State of Texas, ed Ie in to,�, known to me to be the going i st ment, and acknowledged to me (e., and that he/she executed 4, for the purposes pacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thi- - ,day November ,20 S • D WPI.LE;8A.RRRE. , :.- � My commission Expires - Mey.8, 2017-,: STATE OF TEXAS ACKNOWLEDGEMENT lc in an. • r P " tate of Texas COUNTY OF TARRANT § BEFORE ME, the undersi ned authatityp Notary Public in and for the State of Texas, on this day personally appeared 211 n '�1 { I , known to me to be the same person whose name is subscribed to the for going instrument, and acknowledged to me that the same was the act of Ker � \ f (,F'. and that he/she executed the same as the act of said lienlien\(, at,P for the purposes and consideration therein expressed and in the .capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ,O* day of Mite rriher ,20 DAWN LE 8ARRE . • My oominlsslan..EKplres • thy.8, 2017. - ir Faofiigi Betwnent lic in an :"i o e tate of Texas Page 4 of 7 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant Citv Mana,lier of the City of Fort Worth, known to me to be the same person whose name is subscribed td the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and In the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ota day of , 24f '• Permanent Water Facility Easement Votary Public in and for the Sta a of Texas °"nlf74 EVONIA DANIELS ' a,f'= Notary Public, Slate Of Texos My Commission Expires %;41;: os July 10, 2017 Page 5 of 7 NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 30 PE CITY PROJECT No. 02082 11525 RIDGEVIEW CIRCLE FRANCISCO CUELLA SURVEY, ABSTRACT No. 266 EXHIBIT "A" Being a permanent waterline easement situated in the Francisco Cuella Survey, Abstract No, 266, City of Fort Worth, Tarrant County, Texas, said permanent waterline easement being a portion of a 3.09 acre tract of land (by deed) deeded to Brenda K. Cole and Kenneth V. Cole as recorded in County Clerk's File No. D207209643 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for the northeast corner of saki 3.09 acre tract of land, said 1/2 inch iron rod being the northwest corner of a tract of land deeded to Berardo Silva and Sidnee Silva as recorded in Volume 14225, Page 399 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod also being in the south line of Lot 5, Block 1 of Keller High School No, 4 Addition an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet B, Slide 3496 of said Plat Records of Tarrant County, Texas; THENCE South 43 degrees 04 minutes 22 seconds West, with the east line of said 3.09 acre tract of land and with the west line of said tract of land deeded to Berardo Silva and Sidnee Silva, a distance of 120.21 feet to a 1 inch iron rod found for an angle point in the east line of said 3.09 acre tract of land, said 1 inch iron rod being an angle point in the west line of said tract of land deeded to Berardo Silva and Sidnee Silva; THENCE North 00 degrees 02 minutes 42 seconds East, a distance of 51,29 feet to a point for corner; THENCE North 43 degrees 04 minutes 22 seconds East, a distance of 49.90 feet to a point for corner in the north line of said 3.09 acre tract of land, said point being in the south line of said Lot 5; THENCE North 89 degrees 55 minutes 06 seconds East, with the north line of said 3.09 acre tract of land and with the south line of said Lot 5, a distance of 47.98 feet to the POINT OF BEGINNING and containing 2,977 square feet or 0.068 acres of land, more or less. Exhibit A Page 1 of 2 Page 6 of 7 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-$3, The North Central Zone 4202, all distances and areas shown are surface. Date: August 23, 2013 i Curtis Smith Registered Professional Land Surveyor No. 5494 Exhibit A Page 2 of 2 Page 7 of 7 EXHIBIT "B" PARCEL No. .0 PE HIGH SCHOOL DRIVE (A PRIVATE STREET) ACCESS, UTILRY AND DRAINAGE EASEMENT CABINET B, SUDE 349E P.R.T.C.T. �LLP 6v�� RPN xeS ikAC No. 2,6 F' P85� END 1 "IRE 3.09 ACRES (BY DEED) BRENDA K, COLE AND KENNETH V. COLE C.C.F. No. D207209643 D.R.T.C.T. P.O.B.I_-- FND 1/29RF PERMANENT WATERLINE EASEMENT AREA 2,977 SQ. FT. OR 0.068 ACRES BERARDO SILVA, AND SIDNEE SILVA VOLUME 14225, PAGE 399 D.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. LOT 5, BLOCK 1 KELLER HIGH SCHOOL No. 4 ADDITION CABINET B, SLIDE 3496 P.R. T. C.T. LINE TABLE LINE BEARING DISTANCE L-1 S 43'04'22"W 120.21' I L-2 • N 00'02'42"E 51.29' L-3 N 43'04.22"E 49.90' L-4 N 89'55'08"E 47,98' ACQUISITION LOCATION SUBJECT TRACT & LOCATION OF ACQUISITION 60 30 0 60 1 SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATERLINE EASEMENT OUTOFA 3,09 ACRE (BY DEED)) TRACT OF LAND STr1ATEO I THE FRANCISCO CUELLA SURVEY, ABSTRACT No. 266 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN COUNTY CLERK'S FILE No. D207209643 DEED RECORDS OF TARRANT COUNTY, TEXAS PR ECT: N�RTHSIDE II 48 INCH WATER MAIN. PHASE 1 I CITY PROD. C ISITI0N AREA 2.977 SOUR E FEET 0p 0.068 ACRES o. B&B_ 30(DO CAD FILE: 30 PE,DWG AUGUST 23. 2b13 ) Q (, L�: l" /� ' 00RRONDONA & ASSOCIATES, Itd�. • AS NEW �UULEVARD s F'�RT W, TX. No. 02082 CURTIS SMTTN REOISTEREO PROFESSIONAL, LAND SURVEYOR ND SURVEYOR 76118 • '0}17-•496-.1424 T 817M498-17688 Page 1 of 6 SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE N Electronically Recorded Official Public Records Tarrant County 12/11/201312:58 PM D213311855 NOTICE OF - 01(.1 y • tf . RIGHTS: IF YOU A $ATUR 6.PE .RSON, YOU MAY :OP,a REMOVE OR - - i A ' • 'ALLIOF THE FOLL ,� • ' + ifS INSTRUMENT BEI -Ifiite RID FOR RECORDS} O I ; .4.1w „4 '� TH ' :4 CFW Project No 2082 Northside II 48" Water Main Phase 1 (DOE 7048) 3432 High School Drive Parcel No 31 PINE (681 Sq Ft) Lot 5, Block 1 Keller High School No. 4 Addition STATE OF TEXAS 6 § COUNTY OF TARRANT § DATE: KNOW ALL MEN BY THESE PRESENTS PERMANEMIAF�CWINEAsEMENT JV d V , J /, aL , 2013 GRANTOR: Keller Independent School District GRANTOR'S MAILING ADDRESS (including County): 350 Keller Parkway Fort Worth, Tarrant County TX 76248 GRANTEE: CITY OF FORT WORTH GRANTEES MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknawiedged. PROPERTY: Being a portion of that � tract of /and out of Lot 5, Block 1 of Keiser fligh School No.4 an addition to the City of Fort Werth, Tarrant County, Texas, as recorded In Cabinet 8, Slide 3496 of the Plat Records, Tarrant County, Texas, said Lot 5 being deeded to Keller ISO as recorded in Volume 14000, Page 117 of the Dead Records, Tarrant County, Texas and being more particularly desaibed in Exhibits "A" and "B' (0.013 acres) Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the consbvctian, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility, hereafter referred to as "Fadfrty''. The Facility Permakmt water PecI"ity Easement includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and "E" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II} erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor for the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this easement and the repurchase price will be the price the City paid Grantor in this acquisition. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water Factity Easement GRANTOR: Keller Independent School District GRANTEE: City of Fort Worth Dr."Rapt Reid, Superintendent STATE OF TEXAS COUNTY OF TARRANT § 5744441“4410 Fernando Costa Assistant City Manager APPF OVED A; TO FORM AND LEGALITY sistant City Atto ACKNOWLEDGEMENT BEFORE ME, the undersigns autho on this day personally appeared same person whose name is subscri that the same was the act of the same as the act of said 'ty, a Notary Public in and for the State of Texas, psi ,knowntometobethe d o the`roregoing instrument, and acknowledged to me and that he/she executed f° Qr t S for the purposes and consideration therein expressed and in the capacity therein stated.r GIVEN UNDER MY HAND AND SEAL OF OF CE this 1,S+" day of Nova-160e , 20 3. Notary Public in and for the State of Tex DAVNw4R*ONO MtYCONE PIAES ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa. Assistant Citv Manaaer of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Q7 day of (1 U krtiN1 % 0T1 , 20 1__3 . Permanent Water Facility Easement LINDA M. HlRRLING :R MY COMMtSSt0M CAME--; Februa'y 2, 5114 e of Texas NORTHSIDE II 48 INCH WATER MAIN, PHASE 1 PARCEL No. 31 PE CITY PROJECT No. 02082 3432 HIGH SCHOOL DRIVE LOT 5, BLOCK 1, KELLER HIGH SCHOOL No. 4 ADDITION EXHIBIT "A" Being a permanent waterline easement out of Lot 5, Block 1 of Keller High School No. 4 Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet B, Slide 3496 of the Plat Records of Tarrant County, Texas, said Lot 5 being deeded to Keller ISD as recorded in Volume 14000, Page 117 of the Deed Records of Tarrant County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for corner in the south line of said Lot 5, said 1/2 inch iron rod being the northeast corner of a 3.09 acre tract of land (by deed) deeded to Brenda K. Cole and Kenneth V. Cole as recorded in County Clerk's File No. D207209643 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod also being the northwest comer of a tract of land deeded to Berardo Silva and Sidnee Silva as recorded in Volume 14225, Page 399 of said Deed Records of Tarrant County, Texas; THENCE South 89 degrees 55 minutes 06 seconds West, with the south line of said Lot 5 and with the north line of said 3.09 acre tract of land, a distance of 129.97 feet to a point for corner in the south right-of-way line of High School Drive (a private street) access, utility and drainage easement as recorded in Cabinet B, Slide 3496 of said Plat Records of Tarrant County, Texas, said point being the beginning of a non -tangent curve to the left having a radius of 730.00 feet, a central angle of 11 degrees 19 minutes 09 seconds, and whose chord bears North 84 degrees 15 minutes 30 seconds East, a distance of 143.98 feet; THENCE with said non -tangent curve to the left, with the northwesterly line of said Lot 5 and with the south right-of-way line of said High School Drive, an arc length of 144.22 feet to a point for corner; THENCE South 43 degrees 04 minutes 22 seconds West, a distance of 19.47 feet to the POINT OF BEGINNING and containing 581 square feet or 0.013 acres of land, more or less. Exhibit A Page 1 of 2 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: August 23, 20,13 Curtis Smith Registered Professional Land Surveyor No. 5494 Exhibit A Page 2 of 2 GEOTECHNICAL INVESTIGATION CAYLOR TANK RESUPPLY MAIN FORT WORTH, TEXAS SUBMITTED TO BROWN & GAY ENGINEERS, INC. 500 W. 7TH STREET, SUITE 1800 FORT WORTH, TEXAS 76102 BY HVJ ASSOCIATES, INC. DALLAS, TEXAS JANUARY 29, 2014 REPORT NO. DG-12-15260 ASSOCIATES January 29, 2014 Mr. Carl Krogness, PE Brown & Gay Engineers, Inc. 500 W. 7th Street, Suite 1800 Fort Worth, Texas 76102 Re: Geotechnical Investigation Caylor Tank Resupply Main Fort Worth, Texas Owner: City of Fort Worth HVJ Project No. DG1215260 Houston 8701 John Carpenter Freeway, Suite 250 Austin Dallas, Texas 75247-4640 Dallas 214.678.0227 Ph San Antonio 214.678.0228 Fax www.hvj.com Dear Mr. Krogness: Submitted herein is the report of our geotechnical investigation for the above referenced project. The study was conducted in general accordance with our proposal number DG-12-15260 dated August 16, 2012 (Revised January 11, 2013) and is subject to the limitations presented in this report. We appreciate the opportunity of working with you on this project. Please read the entire report and notify us if there are questions concerning this report or if we may be of further assistance. Sincerely, HVJ ASSOCIATES, INC. Texas Firm Registration No. F-000646 L �fOFT ‘‘1 S�l• * I JAE HYUN PARK Jae Hyun Park, PE ����.,. 103680.. �v�i Project Manager JP/RE/SS/FF .4fC gs: \ s,. 01/29/2014 Raviteja Elepe, EIT Staff Engineer !�J The seal appearing on this document was authorized by Jae Hyun Park, PE 103692 on January 29, 2014. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. The following lists the pages which complete this report: • Main Text — 21 pages • Appendix B — 6 pages • Plates — 24 pages • Appendix C — 21 pages • Appendix A — 4 pages CONTENTS Page 1 EXECUTIVE SUMMARY I 2 INTRODUCTION 1 2.1 Project Description 1 2.2 Geotechnical Investigation Program 1 3 FIELD INVESTIGATION 1 3.1 Geotechnical Borings 1 3.2 Sampling Methods 1 3.3 Groundwater Observations 2 3.4 Borehole Completion 2 4 LABORATORY TESTING 2 4.1 Sample Examination and Classification Testing 2 4.2 Geotechnical Laboratory Testing 2 5 SITE CHARACTERIZATION 3 5.1 Site Location 3 5.2 General Geology 3 5.3 Soil Stratigraphy 3 6 WATER LINE DESIGN CRITERIA AND RECOMMENDATIONS 4 6.1 General 4 6.2 Geotechnical Parameters 4 6.3 Pipe Installation recommendations 6 7 UTILITY CONSTRUCTION CONSIDERATIONS 9 7.1 General 9 7.2 Boring, Jacking, or Tunneling Construction Considerations 9 7.3 Open -Cut Excavation Considerations 11 7.4 Select Fill and General Earthwork Recommendations 14 7.5 Groundwater Control 14 7.6 Thrust Force Design Recommendations 14 8 MONITORING 14 8.1 Excavation Safety 14 8.2 Construction Materials Testing 15 9 DESIGN REVIEW 15 10 LIMITATIONS 15 ILLUSTRATIONS Plate SITE VICINITY MAP 1 GEOLOGY MAP 2 PLAN OF BORINGS 3A-3C BORING LOGS 4-14 KEY TO TERMS & SYMBOLS USED ON BORING LOGS 15A & 15B THRUST FORCE ACTING ON A BEND 16 BRACED EXCAVATION LATERAL EARTH PRESSURE DIAGRAM 17 RIGID PIPE LOADS 18 APPENDIX Appendix SUMMARY OF LABORATORY TEST RESULTS A OSHA TABLE B-1 SLOPE CONFIGURATIONS B RESISTIVITY, SULFATES, CHLORIDES AND PH TEST RESULTS C 1 EXECUTIVE SUMMARY HVJ Associates, Inc. was retained by Brown & Gay Engineers, Inc. to provide geotechnical investigation Caylor Tank resupply main in Fort Worth, Texas. Caylor Tank resupply main is proposed to be approximately 36,270 LF of waterline from the Caylor Tank to the 48-inch water line west of IH 35W at Heritage Trace. The purpose of this investigation is to perform a geotechnical field exploration and provide geotechnical design report for the proposed main Initially a total of thirty two borings (32) were proposed to perform the subsurface investigations, but a total of twelve (12) borings (i.e. BP-1 to BP-7, BP-9 to BP-11, and AB-1) were authorized from the intersection of Old Denton Road and Keller Hicks Road to Alta Vista Road. Borings BP-1 to BP-7, BP-9 to BP-11 and AB-1 were drilled and sampled to depths of about 20 to 30 feet below the existing surface ground. Boring BP-1 could not be drilled and sampled due to limited accessibility. In the near future, the remaining borings including BP-8 are planned to be made to finalize recommendations. A brief summary of the investigational findings from borings are as follow: 1. Subsurface conditions encountered during our field activity in the borings are summarized in the following table. Stratum Types Encountered Approximate Depths of Strata Encountered at Borings (ft) Stratum Type BP-1 BP-2 BP-3 BP-4 BP-5 BP-6 BP-7 BP-9 BP-10 BP-11 AB-1 Pavement + Base - - - 0-1 - 0-1 0-1 0-1 0-1 0-1 Fill(1) - 0-2 - 0-2 - - - - - Lean/Sandy Lean Clay (CL)(2) Fat Clay (CH)(3) Clayey Sand (SC)/Sand(4) Weathered Limestone(5) Unweathered Limestone(6) 0-2 2-11 0-4 1-3 2-6 1-8 1-8 1-9.5 1-8 1-6 0-8 11-15 11-30() - 3-6 - - - 14-20() 13-200 6-20(7) 4-6 8-12 - - - 8-11 2-9 - 6-13 - 6-12 12-20(7) 8-20() 9.5-14 8-13 9-20C) - 13-30() 6-20(7) 12-20(7) Note: (1) Fill; consists of sandy clay with limestone and gravel seams. (2) Soft to very stiff, sandy or with sand; occasional limestone seams and calcareous deposits. (3) Soft to very stiff; occasional limestone seams. (4) Loose to dense; occasional limestone seams. (5) Hard to very hard, tan, weathered. (6) Hard to very hard, gray, unweathered. (7) Boring termination depth. 2. Groundwater was encountered only in boring BP-3 at a depth of approximately 8 feet during drilling operations. Groundwater was not encountered in any borings after drilling operations. However, it should be noted that groundwater levels will fluctuate with seasonal changes in moisture conditions. Boring BP-2 was planned to be converted to piezometer but 15- 20(7) i installation of piezometer was not successful due to caving soils. At the time of drilling and sampling the remaining borings, piezometer will be installed in boring BP-2 location. 3. A laboratory testing program, consisting of moisture contents, Atterberg limits, unconfined compression and minus 200 sieve analysis were performed on select soil samples. The testing results were summarized and included in Appendix A. 4. The resistivity, sulfates, chlorides and pH tests were performed on borings BP-2 through BP-7, BP-9 through BP-11 and AB-1 at approximate invert depths. The results were summarized and included in Appendix C. 5. The exact invert depth was not available at the time of writing this report. We assumed that the invert depth will be between 5 and 30 feet for the tunnel section and between 5 and 20 feet for the remaining sections below the existing ground surface. We also assumed that the water line will be installed using open -cut and/or auguring techniques. Please note that this executive summary does not fully relate our findings and opinions. Those findings and opinions are only presented through our full report. 11 2 INTRODUCTION 2.1 Project Description HVJ Associates, Inc. was retained by Brown & Gay Engineers, Inc. to provide geotechnical investigation Caylor Tank resupply main in Fort Worth, Texas. Caylor Tank resupply main is proposed to be approximately 36,270 LF of waterline from the Caylor Tank to the 48-inch water line west of IH 35W at Heritage Trace. Initially a total of thirty two borings (32) were proposed to perform the subsurface investigations, but a total of twelve (12) borings (i.e. BP-1 to BP-7, BP-9 to BP-11, and AB-1) were authorized from the intersection of Old Denton Road and Keller Hicks Road to Alta Vista Road. Borings BP-1 to BP-7, BP-9 to BP-11 and AB-1 were drilled and sampled to depths of about 20 to 30 feet below the existing surface ground. Boring BP-1 could not be drilled and sampled due to limited accessibility. In the near future, the remaining borings including BP-8 are planned to be made to finalize recommendations. The purpose of this investigation is to perform a geotechnical field exploration and provide geotechnical design report for the proposed main. A site vicinity map is included in Plate 1. 2.2 Geotechnical Investigation Progxam The primary objectives of this investigation were to gather information on subsurface conditions at the site and to provide design recommendations for the proposed water line. The objectives were accomplished by: 1. Drilling eleven (11) borings (i.e. BP-1 to BP-7, BP-9 to BP-11 and AB-1) to determine soil stratigraphy and to obtain samples for laboratory testing; 2. Performing laboratory tests on the samples obtained from the borings in order to determine the essential physical and engineering characteristics of the soils; and 3. Performing engineering analyses to develop water line design guidelines. Subsequent sections of this report contain descriptions of the field exploration, laboratory -testing program, general subsurface conditions, water line design guidelines, and general earthwork recommendations. 3 FIELD INVESTIGATION 3.1 Geotechnical Borings The field exploration program for boring BP-1 was performed on February 05, 2013 and borings BP-2 to BP-7, BP-9 to BP-11 and AB-1 were performed between August 07, 2013 and August 09, 2013 to depth of 20 to 30 feet below existing ground surface. A site plan showing the approximate boring locations is presented on the Plan of Borings, Plates 3. 3.2 Sampling Methods Soil samples were obtained continuously to 10 feet and at 5-foot intervals thereafter to the maximum termination depth of the borings. Cohesive soil samples were obtained with a three-inch thin -walled (Shelby) tube sampler in general accordance with ASTM D-1587 standard. Each sample was removed from the sampler in the field, carefully examined and then classified. The shear strength of the cohesive soils was estimated by a hand penetrometer in the field. Suitable portions of each sample were sealed and packaged for transportation to our laboratory. 1 Rock encountered was augured to the termination depth and evaluated by TxDOT cone penetrometer test. TxDOT cone penetrometer test was performed at approximately 5-foot intervals thereafter to the maximum termination depth. The test consists of driving a 3-inch diameter cone with a 170-pound hammer, which is dropped for a distance of 2 feet. The cone is seated and driven to 100 blows or 12 inches whichever comes first. Then it is driven for two consecutive 6-inch increments, and the blow counts for each increment are noted. In hard materials, the cone is driven with the resulting penetration in inches recorded for the 50 blows. The numbers of blows for each 6-inch increment and/or the amount of penetration for each 50 blows are presented on the boring logs. Detailed descriptions of the soils encountered in the borings are given on the boring logs presented on Plates 4 through 14. A key to the soils and rock classification and symbols used in the boring logs are also presented on Plates 15A & 15B. 3.3 Groundwater Observations Groundwater was encountered only in boring BP-3 at a depth of approximately 8 feet during drilling operations. Groundwater was not encountered in any borings after drilling operations. However, it should be noted that groundwater levels will fluctuate with seasonal changes in moisture conditions. Boring BP-2 was planned to be converted to piezometer but installation of piezometer was not successful due to caving soils. At the time of drilling and sampling the remaining borings, piezometer will be installed in boring BP-2 location. 3.4 Borehole Completion The project borings were backfilled with soil cuttings and hydrated bentonite chips upon completion of drilling so as to match the existing ground surface. 4 LABORATORY TESTING 4.1 Sample Examination and Classification Testing Soil samples transported to our laboratory were further examined and identified in accordance with ASTM D 2488 — Description and Identification of Soils. A preliminary soil classification was assigned to each soil sample based on ASTM D 2487 — Classification of Soil for Engineering Purposes. Classification testing was subsequently conducted on select samples and the result of each test was used to confirm or modify the given preliminary soil classification. 4.2 Geotechnical Laboratory Testing' Selected soil samples were tested in the laboratory to determine applicable physical and engineering properties. All tests were performed according to the relevant ASTM Standards. These tests consisted of moisture contents, percent passing No. 200 sieve, Atterberg Limits, unconfined compression, unit weight, resistivity, sulfates, chlorides and pH. The Atterberg limits and percent passing No. 200 sieve tests were utilized to verify field classification by the Unified Soils Classification System, and the unconfined compression tests and hand penetrometer were utilized to obtain the undrained shear strength of the soil. The type and number of tests performed for this investigation are summarized below: 2 Type of Test Number of Tests Moisture Content (ASTM D2216) 35 Atterberg Limits (ASTM D4318) 13 Percent Passing No. 200 Sieve (ASTM D1140) 22 Hand Penetrometer 41 Unconfined Compression (Soil) (ASTM D 2166) 1 Unit Dry Weight (ASTM D 2166) 1 Resistivity (MACE) 10 Sulfates (SW-846 9038) 10 Chlorides (SM 4500-CI-B) 10 pH (SW-846 9045C) 10 The summary of laboratory test results is presented in Appendix A. The resistivity, sulfates, chlorides and pH are presented in Appendix C. 5 SITE CHARACTERIZATION 5.1 Site Location The project site is located in the north part of Fort Worth and west part of Keller, Texas. The borings were located from the intersection of Old Denton Road and Keller Hicks Road to Alta Vista Road. A site vicinity map is included in Plate 1. 5.2 General Geology According to the University of Texas at Austin, Bureau of Economic Geology "Geologic Atlas of Texas Dallas Sheet," the project area lies within the surface expression of Denton Clay (map symbol Kpd) deposits and Grayson Marl and Main Street Limestone undivided (map symbol Kgm) deposits. The Denton Clay mainly consists of alternating clay, marl, and limestone, total limestone in unit remains constant as amount of clay and marl varies. Grayson Marl deposits mainly consist of calcareous clay and marl, blocky yellowish gray and medium gray, limestone beds in upper one-third and thickness 60 to 100 feet thins northward. Main street limestone mainly consists of medium grained, chalky, units of calcareous shale, thin bedded to massive and thickness 20 to 35 feet, thins northward. A geology map is presented on Plate 2. 5.3 Soil Stratigraphy Our interpretation of soil and groundwater conditions at the project site is based on information obtained at the boring locations only. This information has been used as the basis for our conclusions and recommendations. Significant variations at areas not explored by the project boring may require reevaluation of our findings and conclusions. 3 Stratum Type Pavement + Base Fill(t> Lean/Sandy Lean Clay (CL)(2) Fat Clay (CH)(3) Clayey Sand (SC)/Sand(4) Weathered Limestone(5) Unweathered Limestone(6) Stratum Types Encountered Approximate Depths of Strata Encountered at Borings (ft) BP-1 BP-2 BP-3 BP-4 BP-5 BP-6 BP-7 BP-9 BP-10 BP 11 0-1 - 0-1 0-1 0-1 0-1 0-1 0-2 - - 0-2 0-2 2-11 0-4 1-3 2-6 1-8 1-8 1-9.5 1-8 1-6 11-30rn - 3-6 - - - 14-20() 13-20() 6 20(7) 4-6 AB-1 0-8 11-15 8-12 - - - - 8-11 2-9 - 6-13 - 6-12 12-20rn 8-20(7) 9.5-14 8-13 - 15-200 9-20(7 - 13-30(7) 6-20rn 12-20cn Note: (1) Fill; consists of sandy clay with limestone and gravel seams. (2) Soft to very stiff, sandy or with sand; occasional limestone seams and calcareous deposits. (3) Soft to very stiff; occasional limestone seams. (4) Loose to dense; occasional limestone seams. (5) Hard to very hard, tan, weathered. (6) Hard to very hard, gray, unweathered. (7) Boring termination depth. Detailed descriptions of the subsurface stratigraphy encountered in the borings are shown on the boring logs presented on Plates 4 through 14. A key to the soils and rock classification and symbols used in the boring logs are also presented on Plates 15A & 15B. 6 WATER LINE DESIGN CRITERIA AND RECOMMENDATIONS 6.1 General The project will involve construction of a new 42-inch water line. The exact invert depth was not available at the time of writing this report. We assumed that the invert depth will be between 5 and 30 feet for tunnel section and between 5 and 20 feet for the remaining section below the existing ground surface. We also assumed that all lines will be installed using open -cut and/or auguring techniques. Our analyses and recommendations for open cut and/or auguring techniques are presented below. 6.2 Geotechnical Parameters Geotechnical design parameters are presented in the following table. These design parameters are based on field and laboratory test data obtained from the corresponding boring locations and at the approximate invert depth only. Please note that, because of the nature of the soil stratigraphy at this site, parameters at locations that deviate from the boring locations may vary substantially from values reported in the following table: 4 Undrained Shear Allowable Boring Approximate Total Strength Bearing No.Inve (f Depth Soil Description (psf) or Unit Friction Pressure Angle (Psf) (deg) BP1 5-9 Weathered Limestone 130 N/A 3000 BP1 9-20 Unweathered Limestone 135 N/A >10000 BP2 5-11 Very soft to very stiff lean clay ---120 600 1200 BP2 11-18 Stiff fat clay — 125 900 1500 BP2 18-30 Very stiff to hard fat clay _125 2000 3300 BP3 5-6 Dense clayey sand 130 34° 2000 BP3 6-13 Weathered Limestone 130 N/A 4000 BP3 13-30 Unweathered Limestone 135 N/A 5000 BP4 5-6 Hard lean clay --125 2200 3500 BP4 6-20 Unweathered Limestone 135 N/A >10000 BP5 5-6 Very stiff lean clay with sand — 125 2500 4000 BP5 6-12 Weathered Limestone 130 N/A 4000 BP5 12-20 Unweathered Limestone 135 N/A >10000 BP6 5-8.5 Very soft to very stiff lean clay with 120 600 1200 sand BP6 8.5-12 Dense clayey sand 130 34° 2000 BP6 12-20 Weathered Limestone 130 N/A 4000 BP7 5-8 Soft to very stiff lean clay with sand — 120 750 1300 BP7 8-20 Weathered Limestone 130 N/A 4000 BP9 5-9.5 Soft to very stiff sandy clay _ 120 600 1200 BP9 9.5-14 Weathered Limestone 130 N/A 4000 BP9 14-20 Soft to very stiff fat clay -----125 900 1200 BP10 5-8 Soft to stiff lean clay with sand 120 900 1500 BP10 8-13 Weathered Limestone 130 N/A 4000 BP10 13-20 Soft to very stiff fat clay a.. 125 900 1500 BP11 5-6 Very soft to very stiff clay with sand —.. 120 600 1200 BP11 6-20 Soft to very stiff fat clay "- 120 600 1200 AB1 5-8 Soft to very stiff lean clay with sand --- 120 600 1200 AB1 8-11 Medium dense clayey sand .. 120 28° 1500 AB1 11-15 Very stiff lean clay -`^ 125 1500 2500 AB1 15-20 Weathered Limestone 130 N/A 4000 The values shown in the above table represent our interpretation of the soil properties based on the available laboratory and field test data. Use of the soil properties shown above may or may not be appropriate for a particular analysis, since choice of design parameters often depends on whether total or effective stress analysis is used, rate of loading, duration of loading, geometry of loaded area, and other factors. The total unit weight values shown above represent our interpretation of soil unit 5 weight at natural moisture content. The unchained shear strength and allowable bearing pressure values represent our interpretation of the shear strength in clay soils based primarily on the results of unconfined compression tests, and hand penetrometer tests. The allowable bearing pressures include a factor of safety of 3. 6.3 Pipe Installation recommendations Pipe Desivn. The loads imposed on underground pipes depend principally upon the method of installation, the weight of overburden soils, roadway traffic load, and loads due to existing surface structures. For design of rigid pipes installed using open -cut excavation methods, loads due to overburden and traffic can be determined from Plate 18. The traffic load applied to the pipe can be calculated using 85% of wheel load with an impact factor of 1.5 for one foot of soil cover, 50% of wheel load with an impact factor of 1.35 for 2 feet of cover, and 30% of wheel load with an impact factor of 1.15 for 3 feet of cover. This results in a total design traffic load on the pipe or box culvert of about 1.28, 0.68 and 0.35 times the wheel load for 1, 2 and 3 feet of cover, respectively. For pipes or box culvert with four or more feet of cover, the traffic loads may be taken as a surcharge equivalent to 250 psf. The design of flexible pipes requires the modulus of soil reaction of the native soil (En') in the trench wall as input. The En' values are based on empirical relationships to the soil consistency as defined by unconfined compression tests for cohesive soils. En' values for the native soils are presented in the following table. The En' values for short-term conditions in cohesive soils may be assumed to be 1.5 times the long-term values. These values are based on the soil data obtained at the boring locations only and may be used for the noted invert depth zone. Boring No. Approximate Invert Depth (ft) BP1 5-9 BP1 9-20 BP2 5-11 BP2 11-18 BP2 18-30 BP3 5-6 BP3 6-13 BP3 I 13-30 BP4 5-6 BP4 6-20 BP5 5-6 BP5 6-12 BP5 12-20 BP6 5-8.5 BP6 8.5-12 Soil Description Weathered Limestone Unweathered Limestone Very soft to very stiff lean clay Stiff to hard fat clay Very stiff to hard fat clay Dense clayey sand Weathered Limestone Unweathered Limestone Hard lean clay Unweathered Limestone Very stiff lean clay with sand Weathered Limestone Unweathered Limestone Very soft to very stiff lean clay with sand Dense clayey sand Total Unit 130 135 • 120 125 125 130 130 135 •125 130 130 130 135 120 130 Undrained Shear E'n, Strength Long (psf) or Term Friction (psi Angle (deg) N/A 1000 N/A 3000 600 ' 600 900 600 2000 1000 34° 1400 N/A 2000 N/A 3000 2200 1500 N/A 3000 2500 1600 N/A 2000 N/A 3000 600 (600, 34° 1800 6 i II 11 11 11 11 Undrained Shear Borin Approximate Total Strength No. g Invert Depth Soil Description Unit (psf) or (ft) Friction Angle (deg) BP6 12-20 Weathered Limestone 130 N/A BP7 5-8 Soft to very stiff lean clay with sand " 120 750 BP7 8-20 Weathered Limestone 130 N/A BP9 5-9.5 Soft to very stiff sandy clay ---120 600 BP9 9.5-14 Weathered Limestone 130 N/A BP9 14-20 Soft to very stiff fat clay - 125 2600 BP10 5-8 Soft to stiff lean clay with sand --120 900 BP10 8-13 Weathered Limestone 130 N/A BP10 13-20 Soft to very stiff fat clay 125 900 BP11 5-6 Very soft to very stiff clay with sand 120 600 BP11 6-20 ___ Soft to very stiff fat clay 120 600 AB1 5-8 Soft to very stiff lean clay with sand 120 600 AB1 8-11 Loose clayey sand 120 28° AB1 11-15 Very stiff lean clay 125 1500 AB1 15-20 Weathered Limestone 130 N/A E'n, Long Term (psf) 2000 ZI600'_) 2000 2000 1400 600 2000 -1;)0 600 —, 6001) 600 500 1200 2000 Pipe Beddine and Backfill. Based on the soil borings, it can be expected that lean clays, clayey sands to sandy clays, weathered limestone, or unweathered limestone will be encountered within the bedding zone. We recommend that pipe bedding be in accordance with Item 504.2.2 and backfill be in accordance with Item 504.6 of North Central Texas Council of Governments (NCTCOG) standard specification. Compact bedding and backfill material should be laid in 8-inch lifts to 95% of the maximum density, as measured by ASTM D 698. The bottom of the excavation should be dry before the placement of the pipe. If required, we recommend groundwater control be implemented, if required, to achieve stable trench conditions and a satisfactory foundation base. The excavations should be performed with equipment capable of providing a relatively clean bearing area. Stable soils are essential to provide a strong base during construction. In addition, stable soils enhance trench bottom stability, support for bedding compaction, and minimize possible pipe settlement. Whenever soft foundation soils are encountered during trench excavation we recommend over -excavating 3 feet below the base of the foundation and replacing with on -site soils compacted to at least 95% of maximum dry density in loose lifts not exceeding 8 inches. The pipes should be installed in a bedding envelope. Bedding materials selected for the project may include pea gravel, uncrushed gravel, crushed gravel, crushed stone, stone screenings, and natural/manufactured sand. Based on ASTM C1479M, these materials are expected to fall in category I consisting of well graded sand (SW), poorly graded sand (SP), well graded gravel (GW), or poorly graded gravel (GP). We also recommend flowable fill be used where the groundwater level is 7 above the proposed invert depth. During placing flowable fill, dewatering should be performed to maintain the bottom of excavation dry. ASTM C 1479 categorizes soil into four different groups based on which one can determine if that soil can be used as bedding, embedment or backfill material for rigid and/or semi -rigid pipes. This information is presented in Table below and can be generalized for both rigid and flexible pipes. Soil Categories as per ASTM C1479M Soil Category USCS Classifications (Category I Category II Category III Category IV SW, SP, GW, GP GM, GC, SM, SC with more than 12% fines CL, ML, CL-ML with more than 30% retained on 75 µm sieve CL, ML, CL-ML with less than 30% retained on 75 µm sieve MH, CH, OL, OH, PT If these category I soils are used for bedding, category II soils are recommended for embedment to prevent particle migration between different size of soil particles. Category II or Category III can be used for backfilling the trenches. Native clayey sands to sandy clays can be considered as Category II. Native lean clays encountered in the borings can be considered as Category III, and they contained occasional sand. The bedding material must be compatible with the materials in the trench bottom, walls, and backfill so that particle migration from, into, or through the bedding is minimized. Particle migration can occur when open -graded material is placed adjacent to a finer material like silt. Under the action of hydraulic gradient from groundwater flow, fines may migrate into the coarser material. The gradation and relative size of the embedment and adjacent materials must be compatible in order to minimize migration. Trench Backfill. For pipes that will be located under streets or within one foot of streets and curbs, pipe embedment should extend to a minimum of 6 inches above the top of pipe. Trench zone backfill is that portion of trench backfill that extends vertically from the top of pipe embedment up to pavement subgrade or up to final grade when not beneath pavement. Trenches that are located partially within the limit of one foot from streets or curbs should be uniformly backfilled according to the paved area criteria. Backfill material may consist of in -situ soils or imported flexible base materials. Fill material should be placed in loose lifts not exceeding eight inches, and should be compacted to 95% of the standard proctor maximum dry density as determined by ASTM D 698. However, the backfill up to 12 inches above the top of the pipe should be compacted so as to prevent structural damage to the pipe. It is common practice to use the material excavated from the trench as trench backfill regardless of the plasticity index of the soil excavated from the trench. We recommend that for trench backfill with a PI greater than 20, that the loose lift thickness of fill be limited to a maximum of 8 inches. This should provide for better compaction of higher plasticity backfill that will reduce problems for pavement constructed above this fill. For native soil reusability, plasticity indices are presented in Appendix A with depth. 8 7 UTILITY CONSTRUCTION CONSIDERATIONS 7.1 General This section is intended to address issues that might arise during construction. Our recommendations are intended for use as guidelines in dealing with particular soil condidons. The topics addressed in this section include trench excavation stability, groundwater control, open -cut construction and trenchless technique construction considerations. The recommendations contained herein are not intended to dictate construction methods or sequences. Instead they are provided solely to assist designers in identifying potential construction problems related to excavation, based upon findings derived from sampling. Depending upon the final design chosen for the project, the recommendations may also be useful to personnel who observe construction activity. Prospective contractors for the project must evaluate potential construction problems on the basis of their review of the contract documents, their own knowledge of and experience in the local area, and on the basis of similar projects in other localities, taking into account their own proposed methods and procedures. 7.2 Boring. Jacking or Tunneling Construction Considerations We understand that at some locations the pipeline will be installed using trenchless techniques. Three basic criteria exist for satisfactory construction. First, construction must be feasible which means that it is possible to advance the bore safely and to maintain the integrity of the bore opening at least temporarily. Second, the construction should not result in excessive damage to adjacent or overlying structures, streets, or utilities. Third, the long-term design objectives of the facility must be achieved. A summary of the construction conditions for the project is given below. Pipe Desii. For pipes to be installed by trenchless techniques, whereby sections of pipe are jacked forward against the surrounding soil, pipes should be designed to resist significant bending moments, along with the jacking forces exerted on the pipe during installation. These loads generally exceed the overburden pressures that are typically determined based on the prism earth load to the ground surface, plus hydrostatic pressure and surcharge loads as shown on Plate 18. Therefore, pipes designed to resist construction loads during trenchless installation should have adequate strength for most long-term overburden and traffic loads. During design, allowance should be made for any external loads, other than soil and rock loads, which may be exerted on the pipe. These include loads from foundations for structures located near the water line and any possible future excavation to be performed near the water line. Much of the stability of the waterlines is due to the presence of relatively uniform stress conditions in the soil around the pipe. Relief of the earth loads on one side of the waterline due to subsequent adjacent excavation could cause an overstress of the pipe. Alignment. Constructability is determined to a large extent by the type of soil or rock. The best conditions are full-faced conditions. Situations that are more difficult are mixed face conditions where two different types of soil and rock, or two different types of rock are encountered in the excavation face simultaneously. These tunneling condidons should be avoided whenever possible. We do anticipate mixed face conditions at most of the bores at the proposed invert depths. Where rnixed face conditions are encountered control of the grade of the face of excavation is more difficult to control, and local instability of the face of the excavation is more likely at and near locations where the boundary between two strata is exposed in the excavation. 9 Face of Excavation Stability. The stability of the face is a function of the shear strength and stress - strain characteristics of the soil or rock, the overburden pressure, the geometry of the cross section, the time -dependent loss of strength, the delayed deformation of some soils, and the construction procedures. When the face consists of more than one kind of soil or rock, the stability of such a face may be assessed by analyzing the different materials independently. For the cohesive soil materials that may be encountered the stability of a face is determined by its existing undrained shear strength. The stability of the unsupported face of the excavation may be evaluated by a ratio of the overburden pressure divided by the undrained shear strength of the soil assuming atmospheric air pressure in the tunnel. This ratio is referred to as the Overload Factor, OF. Based on the measured soil properties, OF values were 3.0 or less. Generally, a design value for the overload factor of 4 or less is desirable in cohesive soils. A value of 4 represents a practical limit below which trenchless construction may be carried out without difficulties. Higher OF values will frequently lead to large deformations of the soil around and ahead of the excavation, with the associated problem of increased subsidence and possible deformations. It should be noted; however, that exposure time of the face is the most important. At the moment of excavation, negative pore pressures are generated. If the soil is left under the same conditions, the pore pressures will dissipate resulting in a reduction of shear strength. Thus, if a slow rate of advance is expected, a higher value of the OF must be used (or a reduced corrected value for the undrained shear strength). Fill material from road grading or in old utility trenches may be encountered. A potential for face instability exists where weak fill soils are encountered. The contractor should be aware of these conditions and make provisions to avoid loss of ground where fill is encountered. Loss of Ground. A properly designed and controlled operation can eliminate or reduce immediate soil movement and subsidence to a tolerable level. Nevertheless, some ground loss should be expected during trenchless operation. With good construction techniques, ground loss can be held to acceptable levels. Generally, pipes bored or jacked beneath pavement and buried utilities can be expected to create a loosened subgrade or bedding condition which may lead to subsequent deformations. Advance rate and excavation rate should be compatible to avoid over excavation or loss of ground in order to minimize deformations. Groundwater may be encountered during tunneling operation. We recommend that equipment providing positive support to the face, such as earth pressure balance equipment, be used when constructing this segment of the project. Large ground loss can result from uncontrolled flowing ground. The potential for such ground loss exists wherever water -bearing sands or silts are encountered along the alignment. Careful dewatering of such layers will reduce the potential for development of flowing conditions. These soils were not encountered, however, if they are encountered during construction tunneling should be halted and measures need to be taken to dewater the area. Ground Surface Movements. The zone of influence of a trenchless crossing extends a distance equal to the invert depth on each side of the centerline of the alignment. No building structures are anticipated to be in the zone of influence. The utility lines located adjacent to or crossing the alignment may experience movement caused by trenchless excavation. Settlement of the utility lines should be within acceptable limits provided good construction practices are followed. Long-term vertical movements caused by consolidation of the ground above the tunnel will occur if leakage into the liner or the sewer pipes impacts groundwater levels in the project area 10 7.3 Open -Cut Excavation Considerations Excavations should satisfy two requirements. First, the soils above final grade must be removed without disturbing the soil below excavation grade, which will support constructed facilities. Second, the sides of the excavation must be stable to prevent damage to adjacent streets and facilities as a result of either vertical or lateral movements of the soil. In addition, a satisfactory excavation procedure must include an adequate construction dewatering system to lower and maintain the water level at least a few feet below the lowest excavation grade. Excavation Stabilit,v. Excavations shall be shored, laid back to a stable slope or some other equivalent means may be used to provide safety for workers and adjacent structures. Earth pressures for braced excavations are presented on Plate 17. Assessment of the need for excavation sloping, use of trench boxes or other measures required providing a stable excavation and the use of appropriate construction practices and/or equipment is the contractor's responsibility. The following comments are intended to represent common solutions to stability problems encountered in similar soil conditions in the Dallas area, and may not be construed as excavation system design recommendations. The excavation operations shall be performed in accordance with 29 CFR Part 1926 subpart P, as amended, including rules published in the Federal Register, Vol. 54, No. 209, dated October 31, 1989, as a minimum. In addition, the provisions of legislation enacted by the Texas Legislature should be satisfied. Excavations . Trenches that are deeper than five feet deep should be appropriately sloped and protected in accordance with Table B-1, and shoring may be constructed in accordance with Table C-1.1, Table C-1.2 and Table C-1.3 of 29 CFR Part 1926. Soil types required by Table C-1.1, Table C-1.2 and Table C-1.3 (Trench Shoring - Minimum Timber Reqiiirements) are given below: Bonn g No. OSHA Soil Type Depth of Trench (ft) 0-5 5-10 BP-1 C C BP-2 B B BP-3 C B BP-4 B B BP-5 B C BP-6 B C BP-7 B C BP-9 B B BP-10 B C BP-11 B B AB-1 B C 10-15 B B B B C C C C C B C 15-20 B B B B B C C B B B C * Definitions of Type B soils are presented in the following table. ** Definitions of Type C soils are presented in the following table. 11 Definitions of Type B and Type C Soils Type B a. Cohesive soil with an unconfined compressive strength greater than 0.5 tsf (48 kPa) but less than 1.5 tsf (144 kPa); or b. Granular cohesionless soils including: angular gravel (similar to crushed rock), silt, silt loam, sandy loam and, in some cases, silty clay loam and sandy clay loam. c. Previously disturbed soils except those which would otherwise be classed as Type C soil. d. Soil that meets the unconfined compressive strength or cementation requirements for Type A, but is fissured or subject to vibration; or e. Dry rock that is not stable; or f. Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less steep than four horizontal to one vertical (4H:1V), but only if the material would otherwise be classified as Type B. Type C a. Cohesive soil with an unconfined compressive strength of 0.5 tsf (48 kPa) or less; or b. Granular soils including gravel, sand, and loamy sand; or c. Submerged soil or soil from which water is freely seeping; or d. Submerged rock that is not stable, or e. Material in a sloped, layered system where the layers dip into the excavation or a slope of four horizontal to one vertical (4H:1V) or steeper. 12 Table B-1 presents maximum allowable slopes and configurations based on the soil types, and they are presented in the following table. Slope Configuration* Excavations made in Type B soil 1. All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1:1. 2. All benched excavations 20 feet or less in depth shall have a maximum allowable slope of 1:1 and maximum bench dimensions shown in Appendix B. 3. All excavations 20 feet or less in depth which have vertically sided lower portions shall be shielded or supported to a height at least 18 inches above the top of the vertical side. All such excavations shall have a maximum allowable slope of 1:1. 4. All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b). Excavations made in Type C soil 1. All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 11/2:1. 2. All excavations 20 feet or less in depth which have vertically sided lower portions shall be shielded or supported to a height at least 18 inches above the top of the vertical side. All such excavations shall have a maximum allowable slope of 11/z:1. 3. All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b). Excavations made in Layered Soils 1. All excavations 20 feet or less in depth made in layered soils shall have a maximum allowable slope for each layer as shown in Appendix B. * Diagrams for slope configuration depending on soils types are presented in Appendix B. In general, it is our opinion that the pressure distribution (for braced walls) should be used for design of sheeting or trench boxes. To reduce the potential for ground movement adjacent to the top of the excavation, the bracing should be preloaded in stages as the excavation is deepened. The detailed earth pressure diagrams are presented on Plate 17. The planned construction will be performed along alignments near existing utility installations (either crossing or paralleling the new alignments). The contractors should be aware of potential excavation stability problems while working in the vicinity of old trenches and the excavation system should be designed to accommodate this weak material (trench backfill). The vertical walls of excavations should be located a safe distance from existing utilities in order to prevent movement in the soil mass behind the excavation that may adversely affect the utilities. We recommend that the horizontal distance should be 4 feet between the existing pipeline and proposed pipeline, and vertical depths should be determined based on the slope configurations in OSHA Table B-1 depending on soil types. 13 7.4 Select Fill and General Earthwork Recommendations Select fill required to raise the grade or backfill should consist of lean silty or sandy clay with a liquid limit less than 40 and a plasticity index between 7 and 20. Fill material that is used should be placed in loose lifts not exceeding eight inches and should be compacted to 95 percent of standard Proctor maximum dry density as determined by ASTM D698. 7.5 Groundwater Control Assessment of the need for groundwater control and installation of appropriate dewatering equipment is the contractor's responsibility. The following comments are intended to represent common solutions to groundwater control problems encountered in similar soil conditions in the Dallas area, and may not be construed as dewatering system design recommendations. A conventional pump and sump arrangement may be adequate if water bearing cohesive soils are encountered during trench excavations. Well points or eductors may be utilized to lower the groundwater level to at least three feet below the excavation level where water bearing cohesionless soils are encountered. Well points are generally not effective below about 15 feet beneath the top of the well point, and deeper dewatering requires deep wells with submersible pumps and eductors. Based on the subsurface soils encountered, we anticipate groundwater to be controlled using either pump and sump arrangement or well points. In any case, the groundwater control system used must provide a relatively dry, stable base for construction. However, it should be noted that groundwater conditions will change due to rainfall and seasonal changes. Control of groundwater should be accomplished in a manner that will preserve the strength of the foundation soils; will not cause instability of the excavation; and will not result in damage to existing structures. Where necessary to this purpose, the water will be lowered in advance of excavation by pump and sump arrangement, wells, well points, or similar methods. Open pumping should not be permitted if it results in boils, loss of fines, softening of the subgrade, or excavation instability. Discharge should be arranged to facilitate sampling by the owner's representative or engineer. 7.6 Thrust Force Design Recommendations Unbalanced thrust forces will be developed in water lines due to changes in direction, cross -sectional areas, or when the pipe is terminated. These forces may cause joints to disengage if not adequately restrained. There will be a slight loss of hydraulic head due to the development of turbulence in bends in the pipes. This loss will cause a pressure change across the bend, but it is usually small enough to be neglected. The thrust force acting on bend is shown in Plate 16. The thrust force may require more reaction than is available just from the pipe bearing against the backfill In order to prevent intolerable movement and overstressing of the pipe, suitable buttressing should be provided. In general, thrust blocks, concrete encasement, restrained joints and tie rods are common methods of providing reaction for the thrust restraint design. The thrust restraint design provisions described in this section are based on the American Water Works Association Manual M9 (1979). 8 MONITORING 8.1 Excavation Safety As required under OSHA regulations, the contractor should provide a "competent person" to inspect trench excavations daily before the start of work, as needed during the shift, and after every rainstorm or other hazard increasing occurrence. When the competent person finds evidence of a 14 hazardous condition, exposed workers should be removed from the hazardous area until the necessary precautions have been taken to ensure their safety. A competent person means one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous or dangerous to workers, and who has authorization to take prompt corrective measures to eliminate them. 8.2 Construction Materials Testing We recommend that backfill be monitored by an accredited testing laboratory to verify that construction is performed in conformance with project specifications. HVJ Associates routinely provides these services and would be pleased to do so for this project. 9 DESIGN REVIEW HVJ Associates, Inc. should review the design and construction plans and specifications prior to release to make certain that the geotechnical recommendations presented herein have been properly interpreted. Our current scope of services does include an allowance for such review. 10 LIMITATIONS This investigation was performed for the exclusive use of Brown & Gay Engineers, Inc. to provide geotechnical investigations for the proposed Caylor Tank Resupply Main in Fort Worth, Texas. HVJ Associates, Inc. has endeavored to comply with generally accepted geotechnical engineering practice common in the local area. HVJ Associates, Inc. makes no warranty, express or implied. The analyses and recommendations contained in this report are based on data obtained from subsurface exploration, laboratory testing, the project information provided to us and our experience with similar soils and site conditions. The methods used indicate subsurface conditions only at the specific locations where samples were obtained, only at the time they were obtained, and only to the depths penetrated. Samples cannot be relied on to accurately reflect the strata variations that usually exist between sampling locations. Should any subsurface conditions other than those described in our boring logs be encountered, HVJ Associates, Inc. should be immediately notified so that further investigation and supplemental recommendations can be provided. 15 PLATES Source: ESRI ARCGIS Explorer USGS Bing Base Maps OF D SPRNGS 'Blvd A,SOClATIS DA 1± : 8/28/2013 8701 John Carpenter Fwy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: RE PREPARED BY: SS SITE VICINITY MAP CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DG-12-15260 DRAWING NO.: PLAlis 1 Kpd: Denton Clay Kgm: Grayson Marl and Main Street Limestone undivided Source: Geologic Atlas of Texas Dallas Sheet UT Austin Bureau of Economic Geology DA 1'h: 8/28/2013 8701 John Carpenter Fwy Suitt 250 Dallas, TX 75247 214.678- 227 Ph 214-678-0228 Fax APPROVED BY: RE PREPARED BY: SS GEOLOGY MAP CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DG-12-15260 DRAWING NO.: PLAl'E 2 ® Approximate Boring locations ASSOCIAILS DATE: 8/28/2013 8701 John Calpenter F67 Suite 250 Dallas,TX 75247 214-678-0227 Ph 214-678-0228 F. APPROVED BY:RE PREPARED BY:SS PLAN OF BORINGS CAYLOR TANK RESUPPLY MAIN PROJECT NO.DG-12-15260 DRAWING NO.PLA I E 3A Approximate Boring locations DATE: 8/28/2013 8701 John Caipern r Fog Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 F. APPROVED BY:RE PREPARED BY:SS PLAN OF BORINGS CAYLOR TANK RESUPPLY MAIN PROJECT NO.DG-12-15260 DRAWING NO.PLAL'E 3B Approximate Boring locations DATE: 8/28/2013 8701 John Carpenter Fwy Suite 250 Dallas, TX 75247 214-678-027 Ph 214-678-0228 Fax APPROVED BY:RE PREPARED BY:SS PLAN OF BORINGS CAYLOR TANK RESUPPLY MAIN PROJECT NO.DG-12-15260 DRAWING NO.PLAIL 3C LOG OF BORING '_OG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 Project: CAYLOR TANK RESUPPLY MAIN Boring No.: BP-1 Groundwater during drilling: Dry Groundwater after drilling: Dry MUDLINE ELEV. DEPTH, FEET —o —5 - 10 - 15 - 20 SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA - 25 Shear Types: (18/6")-(19/6") Date: 2/5/2013 Surface Northing: -- Surface Easting: -- SOIL/ROCK CLASSIFICATION LEAN CLAY WITH SAND (CL), very stiff, moist, gray and brown LIMESTONE, soft, tan, weathered LIMESTONE, very hard, gray, with shale seams (50/0.5')-(50/0. ?5') (50/0.5')-(50/0. ?5") (50/0.25')-(50/L.25") • = Hand Penet. A = Unconf. Comp. See Plate 3 for boring location. Z W F C0o WO <0 Oa_ MN >- o Ce z o 83.0 111 Project No.: DG-12-15260 Elevation: Unconfined Compressive Strength, TSF e A II( 0.5 1.0 1.5 2.0 I I ( I I 1 I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT I 1 LIQUID LIMIT 10 20 30 4Ck50 60 70 80 90 X = UU Triaxial PLATE 4 LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-2 Date: 8/7/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE SOIL SYMBOLS z — N ELEV. o w Unconfined Compressive Strength, TSF tw.) -e • )I( SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION (O DEPTH, a N o } n 0.5 1.0 1.5 2.0 AND FIELD TEST DATA o p ix I I I I I I I I I FEET z 0 MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT —0 10 20 30 40 50 le 70 80 90 —5 - 10 - 15 - 20 - 25 Shear Types: LEAN CLAY WITH SAND(CL), very soft to very stiff, brown, with gravel and limestone (possible fill till 2 feet) (8/6")-(11/6") (3/6")-(4/6") FAT CLAY(CH), stiff to hard, brown and gray (10/6")-(12/6") (18/61422/6") • = Hand Penet. See Plate 3 for boring location. 84.6 98.0 99.3 •' 0 M M A = Unconf. Comp. X = UU Triaxial ASSOCIATES PLATE 5a LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-2 Date: 8/7/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE �> ELEV. SOIL SYMBOLS z z Unconfined Compressive Strength, TSF SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION W -it• )1( DEPTH, a. N 0 0.5 1.0 1.5 2.0 AND FIELD TEST DATA a p w 1 1 1 1 i 1 1 1 I FEET z 0 MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 — 25 — 30 - 35 - 40 - 45 r(50/3.51-(50/3"I FAT CLAY(CH), stiff to hard, brown and gray - 50 Shear Types: (50/2")-(50/3") • = Hand Penet. See Plate 3 for boring location. ♦ = Unconf. Comp. CIE = UU Triaxial ASSOCIATES PLATE 5b LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-3 Date: 8/7/2013 Elevation: Groundwater during drilling: 8 feet Surface Northing: -- Groundwater after drilling: --- Surface Easting: -- MUDLINE SOIL SYMBOLS ELEV, SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION DEPTH, AND FIELD TEST DATA FEET —o —5 - 10 - 15 - 20 (50/3")-(50/2.5' ) - 25 Shear Types: LEAN CLAY (CL), very stiff, brown, with limestone and gravel CLAYEY SAND (SC), dense, brown, with limestone LIMESTONE, very hard, tan, weathered LIMESTONE, shaley, hard, gray LIMESTONE, hard, gray • = Hand Penet. See Plate 3 for boring location. Lj z — ET) Unconfined Compressive Strength, TSF (nrn z� <0 O0 aN 0o 0 z o 77.5 32.7 -t )1( 0.5 1.0 1.5 2.0 I I I I I 1 1 I MOISTURE 0 CONTENT, % PLASTIC LIMIT 1 LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 A = Unconf. Comp. CIE = UU Triaxial 1114111 ASSOCIATES PLATE 6a LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-3 Date: 8/7/2013 Elevation: Groundwater during drilling: 8 feet Surface Northing: -- Groundwater after drilling: --- Surface Easting: MUDLINE ELEV. DEPTH, FEET —25 — 30 - 35 - 40 - 45 SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA (50/3.25")-(50/:") - 50 Shear Types: (50/1.5")-(50/0.75") SOIL/ROCK CLASSIFICATION • = Hand Penet. See Plate 3 for boring location. CI> 1- z w rn Unconfined Compressive Strength, TSF ccoo wO —t J )X N ›a a.0.5 1.0 1.5 2.0 0 0 w 1 1 1 ( I I I 1 I z 0 MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 A = Unconf. Comp. CIE = UU Triaxial rg ASSOCIATES PLATE 6b LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-4 Date: 8/9/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE w � ELEV SOIL SYMBOLS z w (to Unconfined Compressive Strength, TSF SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION (Oo W Q -t A Er DEPTH, as N } ° 0.5 1.0 1.5 2.0 AND FIELD TEST DATA o p ce ( 1 I 1 1 1 1 I I FEET z O MOISTURE 0 CONTENT, % PLASTIC LIMIT 1 I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 —5 - 10 - 15 - 20 - 25 Shear Types: (50/2")-(50/1") 5 inches of CONCRETE •.7 inches of BASE SANDY CLAY (CLS), stiff, brownish yellow, with gravels LEAN CLAY(CL), hard, brownish yellow LIMESTONE, very hard, gray (50/0.25")-(50/11.125) (50/0.125')-(50'0.125") (50/0.125")-(50'0.125') • = Hand Penet. See Plate 3 for boring location. 61.0 • A = Unconf. Comp. CIE = UU Triaxial ASSOCIATES PLATE 7 LOG OF SOIL BORING 0G-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-5 Date: 8/7/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE w> SOIL SYMBOLS z W Unconfined Compressive Strength, TSF ELEV. SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION ¢ g w nv -e A l'S DEPTH, a N } I 0.5 I 1.0 I 1.5 I 2.0 AND FIELD TEST DATA o O FEET z o MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 W 70 80 90 —0 —5 10 - 15 - 20 - 25 Shear Types: CLAYEY SAND (SC), with gravel and limestone (possible fill) LEAN CLAY WITH SAND (CL), brown, with limestone layers LIMESTONE, very hard, tan, weathered LIMESTONE, very hard, gray (50/0.5")-(50/0. 25") (50/0.25")-(50/( .125") • = Hand Penet. See Plate 3 for boring location. 27.0 82.4 A = Unconf. Comp. :IE = UU Triaxial r. in ASSOCIATES PLATE 8 LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-6 Date: 8/7/2013 Elevation: Grbundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE w SOIL SYMBOLS 2 ELEV. _ , cii . aUnconfined Compressive Strength, TSF u) w z SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION tO a W 0 —. A 11( DEPTH, < a. (NJ >- 0.5 1.0 1.5 2.0 AND FIELD TEST DATA g: d w I I I I I I I I I FEET z in MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 • —o -5 - 10 - 15 - 20 - 25 Shear Types: (3/6")-(4/6") (50/4")-(50/3") 5 inches of ASPHALT 7 inches of BASE LEAN CLAY WITH SAND (CL), very soft to very stiff, yellowish brown, with gravels and limestone CLAYEY SAND (SC), dense, brown LIMESTONE, very hard, tan, weathered (50/0.5")-(50/0. 25") • = Hand Penet. 83.6 39.2 = Unconf. Comp. X = UU Triaxial See Plate 3 for boring location. 1 PLATE 9 ASSOCIATES LOG OF BORING LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 Project: CAYLOR TANK RESUPPLY MAIN Boring No.: BP-7 Groundwater during drilling: Dry Groundwater after drilling: Dry MUDLINE ELEV. DEPTH, FEET —0 —5 - 10 - 15 - 20 SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA (5/6")-(9/6") Date: 8/7/2013 Surface Northing: -- Surface Easting: -- SOIL/ROCK CLASSIFICATION 5 inches of ASPHALT 7 inches of BASE LEAN CLAY WITH SAND (CL), soft to very stiff, brownish yellow LIMESTONE, very hard, tan, weathered (50/0.5")-(50/0. ?5") (50/0.25")-(50/( .25") - 25 Shear Types: (50/0.25")-(50/( .125") • = Hand Penet. A = Unconf. Comp. See Plate 3 for boring location. 71.6 77.3 Project No.: DG-12-15260 Elevation: Unconfined Compressive Strength, TSF - s )1( 0.5 1.0 1.5 2.0 I I I I I I I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT 1 I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 1 CIE = UU Triaxial f M PLATE 10 ASSOCIATES LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-9 Date: 8/9/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE �> SOIL SYMBOLS z w cn Unconfined Compressive Strength, TSF ELEV. vi o w U -• J )t( SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION ¢ o o a. DEPTH, a. N 0.5 1.0 1.5 2.0 AND FIELD TEST DATA o p fx I I III II II FEET z 0 MOISTURE 0 CONTENT, % PLASTIC LIMIT 1 1 LIQUID LIMIT 10 20 30 40 50 60 70 80 90 -0 —5 - 10 - 15 - 20 - 25 Shear Types: 5 inches of ASPHALT 7 inches of BASE SANDY LEAN CLAY (CL), very soft to very stiff, dark brown 56.0 (3/6")-(3/61 LEAN CLAY (CL), very stiff, dark brown 98.0 LIMESTONE, very hard, tan, weathered (50/1.5")-(50/1' FAT CLAY (CH), soft to very stiff, brown and gray (6/6")-(8/6") (8/6")-(1 1/6") • = Hand Penet. See Plate 3 for boring location. ♦ = Unconf. Comp. CIE = UU Triaxial 1 • P i • I PLATE 11 ASSOCIATCS _0G OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP- 10 Date: 8/9/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE �tit > ELEV. SOIL SYMBOLS Z w <n Unconfined Compressive Strength, TSF SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION CO 0 W 0 —* _ nc DEPTH, aN 0 0.5 1.0 1.5 2.0 AND FIELD TEST DATA , 0 c4 I I I I I I I I I FEET Z 0 MOISTURE 0 CONTENT, % PLASTIC LIMIT I 1 LIQUID LIMIT 10 20 30 40 50 60 70 80 90 —o —5 - 10 - 15 - 20 - 25 Shear Types: 5 inches of ASPHALT 7 inches of BASE SANDY CLAY (CLS), very stiff, brownish yellow, with gravel LEAN CLAY WITH SAND (CL), soft to stiff, olive brown, with limestone seams LIMESTONE, very hard, tan, highly weathered FAT CLAY (CH), soft to very stiff, brown and gray, with Fe nodules and limestone seams • = Hand Penet. See Plate 3 for boring location. 65.0 72.0 99.0 0 O 0 A = Unconf. Comp. CIE = UU Triaxial I • M PLATE 12 ASSOCIATES LOG OF BORING LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 8/30/13 Project: CAYLOR TANK RESUPPLY MAIN Boring No.: BP- 11 Groundwater during drilling: Dry Groundwater after drilling: Dry MUDLINE ELEV. DEPTH, FEET —o -5 - 10 - 15 - 20 SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA - 25 Shear Types: (3/6")-(3/6") (4/6")-(6/6") (4/6")-(4/6") (5/6")-(6/6") SOIL/ROCK CLASSIFICATION 5 inches of ASPHALT 7 inches of BASE CLAY WITH SAND (CL), very soft to very stiff, brownish yellow, with gravels FAT CLAY (CH), soft to very stiff, gray and brown, with limestone • = Hand Penet. A = Unconf. Comp. See Plate 3 for boring location. Date: 8/9/2013 Surface Northing: -- Surface Easting: -- a Wo WO <0 Oa ra. g• 0 re z 77.0 99.0 Project No.: DG-12-15260 Elevation: Unconfined Compressive Strength, TSF )1( 0.5 1.0 1.5 2.0 I I I I I I I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 X = UU Triaxial 0 0 0 I 0 / / • or PLATE 13 ASSOCIATES LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 9/5/13 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: AB-1 Date: 8/9/2013 Elevation: Groundwater during drilling: Dry Surface Northing: -- Groundwater after drilling: Dry Surface Easting: -- MUDLINE W SOIL SYMBOLS Z N ELEV. —SAMPLER SYMBOLS SOIL/ROCK CLASSIFICATION wo DEPTH, a N o AND FIELD TEST DATA } FEET z o —0 —5 - 10 - 15 - 20 - 25 Shear Types: (4/6")-(5/6") (7/6")-(8/6") SANDY CLAY (CL), very stiff, reddish berown, with gravels LEAN CLAY (CL), soft to very stiff, brownish yellow, CLAYEY SAND (SC), medium dense, brownish yellow LEAN CLAY (CL), very stiff, brownish yellow, (50/4")-(50/3") LIMESTONE, very hard, tan, weathered (50/1")-(50/0.5"I • = Hand Penet. See Plate 3 for boring location. 63.0 46.0 Unconfined Compressive Strength, TSF —! J 1i( 0.5 1.0 1.5 2.0 I I I I I 1 1 I MOISTURE 0 CONTENT, % PLASTIC LIMIT I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 A = Unconf. Comp. CIE = UU Triaxial �WIW ' �' ® SOCIATES • PLATE 14 SOIL SYMBOLS SAMPLER TYPES Clay Clayey Asphaltic Concrete Soil Types Silt Modifiers Sand Silty Sandy Construction Materials Stabilized Base Classification Clay Silt Sand Gravel Cobble Boulder AAAA AAAA AAAA AAAA AAAA Fill or Debris 1 Gravel 11 Cemented Portland Cement Concrete Thin Walled Shelby Tube Split Barrel Liner Tube 7 No Recovery Auger Jar Sample WATER LEVEL SYMBOLS Groundwater measured after drilling operations z Groundwater measured during drilling operations SOIL GRAIN SIZE Particle Size <0.002mm 0.002 - 0.075 mm 0.075 - 4.75 mm 4.75 - 75 mm 75 - 200 mm > 200 mm DENSITY OF COHESIONLESS SOILS Descriptive Term Very Loose Loose Medium Dense Dense Very Dense Penetration Resistance "N" * Blows/Foot 0-4 4-10 10-30 30 - 50 > 50 Particle Size or Sieve No. (U.S. Standard) < 0.002 mm 0.002 mm - #200 sieve #200 sieve - #4 sieve #4 sieve - 3 in. 3 in. - 8 in. > 8 in. CONSISTENCY OF COHESIVE SOILS Consistency Undrained Shear Streneth (tsf) Very Soft Soft Finn Stiff Very Stiff Hard 0 - 0.125 0.125 - 0.25 0.25 - 0.5 0.5 — 1.0 1.0 — 2.0 > 2.0 PENETRATION RESISTANCE #-#-# Blows required penetrating each of three consecutive 6-inches per ASTM D-1586* 50/4" If more than 50 blows are required, driving is discontinued and penetration at 50 blows is noted (4/6") Texas Cone Penetration blows required penetrating each of two consecutive 6-inches per TEX- 132-E * The N value is taken as the blows required to penetrate the final 12 inches Slickensided Fissured Inclusion Parting Seam Layer Laminated Stratified TERMS DESCRIBING SOIL STRUCTURE Fracture planes appear polished or glossy, sometimes striated Breaks along definite planes of fracture with little resistance to fracturing Small pockets of different soils, such as small lenses of sand scattered through a mass of clay Inclusion less than 1/4 inch thick extending through the sample Inclusion 1/4 inch to 3 Inches thick extending through the sample Inclusion greater than 3 inches thick extending through the sample Soil sample composed of alternating partings of different soil type Soil sample composed of alternating seams or layers of different soil type Intermixed Calcareous Ferrous Nodule Penetration Resistance "N" * (Blows/ft) <2 2-4 4-8 8-15 15-30 >30 Soil sample composed of pockets of different soil type and laminated or stratified structure is not evident Having appreciable quantities of calcium carbonate Having appreciable quantities of iron A small mass of irregular shape A 110ClAl I> 8701 John C*penIcr Fay Si* 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-12-15260 DRAWING NO.: PLATE 15A ROCK TYPES SAMPLER TYPES MAMMA 11111111n111111 AMM ANN Limestone Weathered Limestone Highly Weathered Limestone Shale Weathered Shale Dolomite SOLUTION AND VOID CONDITIONS Void Interstice; a general term for pore space or other openings in rock. Cavities Small solutional concavities. Vuggy Containing small cavities, usually lined with a mineral of different composition from that of the surrounding rock. Vesicular Containing numerous small, unlined cavities, formed by expansion of gas bubbles or steam during solidification of the rock. Porous Containing pores, interstices, or other openings which may or may not interconnect. Cavernous Containing cavities or caverns, sometimes quite large. Most frequent in limestones and dolomites. SPACING Very Close Close Medium Close Wide REFERENCES: (1) British Standard BS 5930. (2) The Bridge Div., Design Manual, 2nd <2" 2"-12" 12"-3' >3' Sandstone Weathered Sandstone Granite Very Soft Soft Moderately Hard Hard Very Hard 1 Thin -Walled Tube Standard Penetration Test THD Cone Penetration Test HARDNESS 11 Rock Core Auger Sample S. Bag Sample Can be carved with a knife, broken with finger pressure, or UCS less than 30 tsf Can be gouged or grooved readily with a knife, or UCS between 30 and 100 tsf Can be scratched easily with a knife, or UCS between 100 and 250 tsf Can be scratched rarely with a knife, or UCS greater than 250 tsf Cannot be scratched with a knife WEATHERING GRADES OF ROCKMASS (1) Slightly Moderately Highly Completely Residual Soil JOINT DESCRIPTION INCLINATION Horizontal Shallow Moderate Steep Vertical (1981) Code of Practice for Site Investigation, Tx. Highway Dept. Foundation Exploration & Division, revised June, 1974. Information on each boring log is a compilation of subsurface conditions and soil and rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature. Water level measurements refer only to those observed at the times and places indicated, and may vary with time, geologic condition or construction activity. 0-5 5-35 35-65 65-85 85-90 Discoloration indicates weathering of rock material and discontinuity surfaces. Less than half of the rock material is decomposed or disintegrated to a soil. More than half of the rock material is decomposed or disintegrated to a soil. All rock material is decomposed and/or disintegrated into soil. The original mass structure is still largely intact. All rock material is converted to soil. The mass structure and material fabric are destroyed. SURFACES Slickensided Smooth Irregular Rough Polished, grooved Planar Undulating or granular Jagged or pitted BEDDING THICKNESS (2) Very Thick Thick Thin Very Thin Laminated Thinly Laminated >4' 2'-4' 2"-2' 1/2"-2" 0.08"-1/2" <0.08" 8701 John Carpenter Fey Bohr 250 Dallas, TX 75247 214-678-0227 Ph 214-678-02213 Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-12-15260 DRAWING NO.: PLATE 15B Where: Tx = PA (1-cos 0) Ty = PA sin 0 T = 2 PA sin 0/2 A = (90-0/2) T is the resultant force on the bend. Tx is the component of thrust force in x-direction. Ty is the component of thrust force in y-direction. P is the maximum sustained pressure. A is the pipe cross -sectional area. O is the bend deflection angle. A is the angle between T and X-axis. ✓ is the fluid velocity. D is the inside diameter of conduit. Sample Calculation: Given: P = 150 psi, D = 1.0' = 12" For: 0 = 90° A = (1TD2) /4 = 113.1 in2 Find: T = 2 PA sin0/2 = 2 x 150 x 113.1 x sin (90 72) = 23,299 lb = 24.0 kips Tx = PA (1-cos 0) = 150 x 113.1 x (1-cos 90°) = 16,969 lb = 17.0 kips Ty = PA sin 0= 150 x 113.1 x sin (90°) = 16,969 lb = 17.0 kips A\}<ICIAI 1) DATE: 2/26/2013 8701 John Carpenter Fwy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: RE PREPARED BY: SS THRUST FORCE ACTING ON A BEND PROJECT NO.: DRAWING NO.: DG-12-15260 PLATE 16 IWM4�i�`r��i� Dw Piezometric Groundwater /‘ Level i i i i i i i i i Uniform Surcharge Excavation Bottom \ i Existing Ground Surface Excavation Side Wall I 1 Hs 4 H 4 1 0.25 (H+Hs) Lateral Earth Pressure, P P= K6 (H+Hs) 0.50 (H+Hs) H, (ft) = Depth to Excavation Bottom K = Lateral Earth Pressure coefficient (Clay — 0.5 for short term (Ka), 1.0 for long term condition (Ko)) (Sand — 0.3 for short term (Ka), 0.5 for long term condition (Ko)) , (pcf) = Total unit weight above water table or submerged unit weight below groundwater level w, (pcf) = Unit weight of water = 62.4 pcf S, (psf) = Surcharge loading adjacent to Excavation wall Dw, (ft) = Depth to groundwater below Existing grade = Zero for temporary excavation Hs, (ft) = Equivalent Depth of surcharge loading Hs = 120 Note: The pressure diagram shown is not appropriate for design of cantilever walls. Dw 4 4 Hydrostatic Water Pressure, Pw Pw= w (H—Dw) A SJOCIAI Is DALE: 2/26/2013 8701 John Carpenter Fay Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: FF PREPARED BY: RE BRACED EXCAVATION LATERAL EARTH PRESSURE DIAGRAM PROJECT NO.: DRAWING NO.: DG-12-15260 PLA 1'E 17 P 1 For For For p _ 11 v v ` p 2 4- 2 P3 I t I t I t t t I I I A4--- P3 P4 Dw < H PI = 7Dw+(H—Dw)(7-7w)+Ps +(H—Dw)7w P 2 = [7 Dw+(H—Dw)(7 — 7w)+Ps]Ko+(H—Dw)7 w P3 =[7Dw+(H+W—Dw)(7-7w)+Ps]K0+(H+W—Dw) 7w P4 = 7 Dw+(H+W—Dw )(7— 77,)+Ps +(H+W—Dw) 7w H < Dw < H+W P 1 = H 7+Ps P2 = (7H+Ps )Ko P3 = [7Dw+(H+W—Dw)(7 7w)+Ps]K0+(H+W—Dw)7w P4 = 7Dw+(H+W—Dw)(7-7w)+Ps+(H+W—Dw)7w Dw > (H+W) P1 = H7+Ps P2 = (7H+Ps )Ko P3 = [(H+1V)7+Ps]Ko P4 = (H+W)7+Ps Where Pi , P2 , P3 Pressure imposed on pipe, psf Dw Depth of groundwater, feet H = Depth of top of pipe from ground surface, feet W = Diameter of pipe, feet 7 = Total Unit weight of soil, pcf lw = Unit weight of water, pcf Ps = Surcharge load, psf Ko = Coefficient of earth pressure, (1.0 for clays and 0.5 for sands) ASSOC la IS DA IE: 2/26/2013 PROJECT NO.: 8701 John Carprnrer Fwy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: PREPARED BY: RE SS RIGID PIPE LOADS DRAWING NO.: DG-12-15260 PLA 1'E 18 APPENDIX A SUMMARY OF LABORATORY TESTING RESULTS LiuiPlastic Borehole Depth Limit Limit AB-1 0 AB-1 1 AB-1 2 AB-1 4 AB-1 6 AB-1 7 AB-1 8 AB-1 9 AB-1 13 AB-1 14 BP- 10 1 BP- 10 2 BP- 10 3 BP- 10 4 BP- 10 6 BP- 10 7 BP- 10 13 BP- 10 14 BP- 10 18 BP- 10 19 BP- 11 1 BP- 11 2 BP- 11 3 BP- 11 6 BP- 11 7 BP- 11 8 BP- 11 13 BP- 11 14 BP-11 18 BP- 11 19 Percent Finer Moisture PI Than Content #200 (%) Sieve 39 13 26 36 15 21 23 12 11 53 20 33 63 16 47 70 21 49 63 10.1 13.7 46 18.4 13.7 65 16.8 16.7 72 30.1 27.1 99 24 77 24 25.5 99 26.2 25.3 ASSOC1AII DATE: 8/29/2013 Dry Unit Weight (pcf) Soil Shear Shear Str. Strength (Pict UC, Su Pen) (tsf) (tsf) 8701 John Calpenrec Fvy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: RE 1.5 1.5 1.5 1.5 1.5 1.5 1.25 1.08 0.92 1.5 1.5 1.17 0.83 1.17 1.5 1.17 1.5 PREPARED BY: SS SUMMARY OF LAB TEST RESULTS (cont...) CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate A -I iPlastic Borehole Depth Liquid Limit BP-1 0 BP-1 0.5 BP-1 1 BP-1 1.5 BP-2 0 BP-2 1 BP-2 6 BP-2 7 BP-2 8 BP-2 13 BP-2 ( 14 BP-2 ( 18 BP-2 ( 19 BP-3 ( 0 BP-3 1 BP-3 I 2 BP-3 I 4 BP-3 I 4.5 BP-4 1 BP-4 2 BP-4 3 BP-4 4 33 BP-5 0 BP-5 1 BP-5 4.5 BP-6 1 BP-6 2 BP-6 3 BP-6 6 BP-6 7 40 BP-6 8 BP-6 9 Percent Finer Moisture PI Than Content #200 (%) Sieve 46 16 30 37 16 21 69 20 49 14 16 19 24 83 18 20 85 I 12.1 26.4 98 23.3 99 21.3 78 11.1 33 I 27.9 61 1 15.3 15.2 27 I 4.4 82 I 20.5 84 I 20.3 16.7 39 1 7.9 AS WCIA1l1 Dry Unit Weight (pci) DATE: 8/29/2013 111 Soil Shear Shear Str. Strength (Pict UC, Su Pen) (tsf) (tsf) 1.08 1.5 1.13 1.5 8701 John Carpenter Fay Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: RE 1.5 0.67 1.5 1.5 1.5 1.5 1.5 0.67 1.5 1.5 1.33 1.5 1.5 1.5 PREPARED BY: SS SUMMARY OF LAB TEST RESULTS (cont...) CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate A -II Percent D Soil Shear Liquid Plastic Finer Moisture U ty Shear Str. Borehole Depth Limit Limit PI Than Content Weight Strength (PictS e00 (/o) (pcf) U(tsf) Su (tsfPen) ve BP-7 1 1.5 BP-7 2 72 22.5 BP-7 3 1.33 BP-7 6 1.5 BP-7 7 77 12.6 BP-9 1 1 BP-9 2 56 19 BP-9 4 24.4 BP-9 6 0.83 BP-9 7 47 16 31 26.3 BP-9 8 1.5 BP-9 9 98 23.5 BP-9 18 1.33 BP-9 19 57 23 34 27 Total no. of tests 13 13 13 22 35 1 1 41 ASSOCIAI IS DATE: 8/29/2013 8701 John Carpenter Pwy Suite 250 Dallas, TX 75247 214fi78-0227 Ph 214-678-0228 F. APPROVED BY: RE PREPARED BY: SS SUMMARY OF LAB TEST RESULTS (cont...) CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate A -III APPENDIX B OSHA TABLE B-1 SLOPE CONFIGURATIONS B-12 Excavations Made in Type B Soil 1. dll airnpLe slope excavations 20 feet or less in depth shall have a maximtma allowable slope of 1.1_ SD.iPLE SLOPE 2.Allbenchedexcavationa20feetorli.saindepth shall have a maximum allowable slope of 1:1 and maximum bench rlimpnsions as follows: 2 hsz. This bench •illound in cohesive soil only. NGLE BENCH IVA beach s110' in co0esive 'oil only • • MULTIPLE gAbtcjj ASSOS: I.'1tS • DATE: 8/29/2013 8701 John Carpenter Fwy Suitt 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: FF PREPARED BY: SS OSHA TABLE B-1 SLOPE CONFIGURATIONS TYPE B SOILS CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate B-I i B-1.2 Earavations Mack in Type B Soil (CONT...) 3. All. excarationa 20 feet or less in depth which hare vertically sided lower portions shall be shielded or supported to a height at least 19inches abovethe tapoffthevertical side. All such excnations shall hare amatu. umallotxable slope of I:I. 20' )(az. Support or shield sreie% 18" Yin, 1 1 _f rota' bbaiaht of Terries" side VERTICALLY SIDED LOWER PORTION 4. riJ1 other sloped excavations sha11be in accrrdancewlth the other options permitted in,• 1926.632(6)(1 A5focIAl If DAIL: 8/29/2013 8701 John Carpenter Puy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Pax APPROVED BY: FF PREPARED BY: SS OSHA TABLE B-1 SLOPE CONFIGURATIONS TYPE B SOJTS (CONT..) CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate B-II B-ta Excavations Made in Type C Soil I. All simple slope excavations 20 feet or less in depth shall hare a mattimum allotxabLe slope of 11 1. MAPLE SLOPE 2. All exuarations 20 feet or lessin depth which' have reitieally sided Lower portions shall be shielded or supported to a heiglhtatleast 18 inches above the top of the resticalside. All such excavations shall have a maallocable slope of nez.t. 2a' ltax. Suppers or >s ti:eld system l 18" Min. Total Wight of worries' vide VERTICAL SIDED LOWER PORTION 3.2Lll other sloped excarations shall be in accordance with the other options permitted in § I926.652(b,l. A Sftti1,1115 DATE: 8/29/2013 8701 John Carpenter Pwy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: FF PREPARED BY: SS OSHA TABLE B-1 SLOPE CONFIGURATIONS TYPE C SOILS CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate B-III B-IA Excavations Made in Layered Soils 1. All a tcaratiom 20 feet or less in depth mate in layered sods shall hare a maximum all sable slope for each laver as set forth below. B OVER A C OVER A C OVER B 314 ASSOCI51I I. DATE: 8/29/2013 1 8701 John Carpenter Pay Suite 250 Dallas, TX 75247 254-678-0227 Ph 214678-0228 Fax APPROVED BY: FF PREPARED BY: SS OSHA TABLE B-1 SLOPE CONFIGURATIONS MULTI LAYERED SOILS CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DRAWING NO.: DG-12-15260 Plate B-IV ,,.. .M. wear..... B-1.4 Excavations Made in Layered Sods Off};.—) AOVER. B AOVER G B. OVER C 2. ill other sloped en.casations shall be in accordance with the other options permitted in 5 1922, 2(bst. A+10C 44I DATE: 8/29/2013 8701 John Co penter Fwy Suite 250 Dallas, TX 75247 214-678-0227 Ph 214-678-0228 Fax APPROVED BY: FF PREPARED BY: SS OSHA TABLE B-1 SLOPE CONFIGURATIONS MULTI LAYERED SOILS (CONT...) CAYLOR TANK RESUPPLY MAIN PROJECT NO.: DG-12-15260 DRAWING NO.: Plate B-V APPENDIX C RESISTIVITY, SULFATES, CHLORIDES AND PH TEST RESULTS Analytical Report 469466 for HVJ Associates -Dallas Project Manager: Jay Park DG-12-15260 DG-12-15260 03-SEP-13 Collected By: Client XENCO Laboratories 9701 Harry Hines Blvd, Dallas, TX 75220 Ph:(214) 902-0300 Fax:(214) 351-9139 Xenco-Houston (EPA Lab code: TX00122): Texas (T104704215-13-14-TX), Arizona (AZ0765), Arkansas (08-039-0), Connecticut (PH-0102), Florida (E871002) Illinois (002082), Indiana (C-TX-02), Iowa (392), Kansas (E-10380), Kentucky (45), Louisiana (03054) New Hampshire (297408), New Jersey (TX007), New York (11763), Oklahoma (9218), Pennsylvania (68-03610) Rhode Island (LA000312), USDA (S-44102), DoD (L11-54) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD ( L10-135) Louisiana (04176), USDA (P330-07-00105) Xenco-Tampa Mobile (EPA Lab code: FL01212): Florida (E84900) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757) Xenco Tucson (EPA Lab code:AZ000989): Arizona (AZ0758) A Page 1 of 20 Final 1.000 XENCO Laboratories Table of Contents Cover Letter Case Narrative Summary of Quality control Chain of Custody 3 5 16 19 Page 2 of 20 Final 1.000 XENCO Laboratories 03-SEP-13 Project Manager: Jay Park HVJ Associates -Dallas 8701 John Carpenter Fwy. Suite 250 Dallas, TX 75247 Reference: XENCO Report No(s): 469466 DG-12-15260 Project Address: Fort Worth Jay Park : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 469466. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 469466 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. Respectfully, i\U„s3 )1,01 Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 20 Final 1.000 XENCO Laboratories Sample Cross Reference 469466 Sample Id BP-10,13-15 BP-9,8-10 BP-11,18-20 BP-4,3-5 AB-1,6-8 BP-5,4-5 BP-3,2.5 BP-6,8-10 BP-7,6-8 BP-2,13-15 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix Date Collected Sample Depth Lab Sample Id S 08-07-13 12:00 469466-001 S 08-07-13 12:00 469466-002 S 08-07-13 12:00 469466-003 S 08-07-13 12:00 469466-004 S 08-07-13 12:00 469466-005 S 08-07-13 12:00 469466-006 S 08-07-13 12:00 469466-007 S 08-07-13 12:00 469466-008 S 08-07-13 12:00 469466-009 S 08-07-13 12:00 469466-010 Page 4 of 20 Final 1.000 CASE NARRATIVE XENCO laboratories Client Name: HVJAssociates-Dallas Project Name: DG-12-15260 Project ID: DG-12-15260 Work Order Number(s): 469466 Sample receipt non conformances and comments: Sample receipt non conformances and comments per sample: None Report Date: 03-SEP-13 Date Received: 08/29/2013 Page 5 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-10,13-15 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-001 Date Collected: 08.07.13 12.00 Date Received:08.29.13 13.17 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 62.4 4.96 mg/kg 09.03.13 13.23 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 1120 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 7.79 SU 09.02.13 18.01 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 263 249 mg/kg 09.03.13 14.52 5 Page 6 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-9,8-10 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-002 Date Collected: 08.07.13 12.00 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL Analyst: BOL Seq Number: 921908 Parameter Chloride Date Received:08.29.13 13.17 % Moisture: Basis: Wet Weight Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 51.5 4.95 mg/kg 09.03.13 13.24 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX 104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 874 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 7.85 SU 09.02.13 18.03 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 282 248 mg/kg 09.03.13 14.55 5 Page 7 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-11,18-20 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-003 Date Collected: 08.07.13 12.00 Date Received:08.29.13 13.17 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 97.7 4.93 mg/kg 09.03.13 13.25 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 813 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.25 SU 09.02.13 18.04 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Cas Number Result RL Units Analysis Date Flag Dil Sulfate 14808-79-8 187 49.8 mg/kg 09.03.13 14.56 1 Page 8 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-4,3-5 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-004 Date Collected:08.07.13 12.00 Date Received:08.29.13 13.17 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 11.9 4.97 mg/kg 09.03.13 13.26 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Cas Number Result RL Units Analysis Date Flag Dil Soil Resistivity RESISTIVITY 2770 Ohm -cm 08.30.13 15.10 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.47 SU 09.02.13 18.05 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 235 49.9 mg/kg 09.03.13 14.57 1 Page 9 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Sample Id: AB-1,6-8 Matrix: Soil Date Received:08.29.13 13.17 Lab Sample Id: 469466-005 Date Collected: 08.07.13 12.00 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 46.6 4.96 mg/kg 09.03.13 13.27 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 1640 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.04 SU 09.02.13 18.06 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 174 49.1 mg/kg 09.03.13 14.58 1 Page 10 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-5,4-5 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-006 Date Collected:08.07.13 12.00 Date Received:08.29.13 13.17 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Cas Number Result RL Units Analysis Date Flag Dil Chloride 16887-00-6 802 4.97 mg/kg 09.03.13 13.28 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 424 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 7.79 SU 09.02.13 18.07 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 756 248 mg/kg 09.03.13 14.59 5 Page 11 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-3,2.5 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-007 Date Collected: 08.07.13 12.00 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL Analyst: BOL Seq Number: 921908 Parameter Chloride Date Received:08.29.13 13.17 % Moisture: Basis: Wet Weight Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 31.8 4.96 mg/kg 09.03.13 13.29 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 937 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 7.43 SU 09.02.13 18.08 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 196 49.9 mg/kg 09.03.13 15.00 1 Page 12 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-6,8-10 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Date Received:08.29.13 13.17 Lab Sample Id: 469466-008 Date Collected: 08.07.13 12.00 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 49.7 4.97 mg/kg 09.03.13 13.30 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 667 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.90 SU 09.02.13 18.09 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 303 249 mg/kg 09.03.13 15.01 5 Page 13 of 20 Final 1.000 XENCO Laboratories Certificate of Analytical Results 469466 Sample Id: BP-7,6-8 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Lab Sample Id: 469466-009 Date Collected: 08.07.13 12.00 Date Received:08.29.13 13.17 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921908 Parameter Chloride Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 18.8 4.99 mg/kg 09.03.13 13.31 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 1270 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.61 SU 09.02.13 18.10 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 552 247 mg/kg 09.03.13 15.02 5 Page 14 of 20 Final 1.000 XENCCf_ Laboratories Certificate of Analytical Results 469466 Sample Id: BP-2,13-15 HVJ Associates -Dallas, Dallas, TX DG-12-15260 Matrix: Soil Date Received:08.29.13 13.17 Lab Sample Id: 469466-010 Date Collected: 08.07.13 12.00 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B Tech: BOL Analyst: BOL Seq Number: 921908 Parameter Chloride % Moisture: Basis: Wet Weight Cas Number Result RL Units Analysis Date Flag Dil 16887-00-6 444 4.97 mg/kg 09.03.13 13.34 1 Analytical Method: Soil Resistivity by NACE Tech: DHE % Moisture: Analyst: DHE Basis: Wet Weight Seq Number: 921802 SUB: TX104704215 Parameter Soil Resistivity Cas Number Result RL Units Analysis Date Flag Dil RESISTIVITY 397 Ohm -cm 08.30.13 15.10 1 Analytical Method: Soil pH by SW-846 9045C Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921863 Parameter pH Cas Number Result RL Units Analysis Date Flag Dil 12408-02-5 8.48 SU 09.02.13 18.11 1 Analytical Method: Sulfate by SW-846 9038 Tech: BOL % Moisture: Analyst: BOL Basis: Wet Weight Seq Number: 921909 Parameter Sulfate Cas Number Result RL Units Analysis Date Flag Dil 14808-79-8 561 248 mg/kg 09.03.13 15.03 5 Page 15 of 20 Final 1.000 QC Summary 469466 XENCO Laboratories Analytical Method: Seq Number: 921908 MB Sample Id: Parameter Chloride Analytical Method: Seq Number: Parent Sample Id: Parameter Chloride HVJ Associates -Dallas DG-12-15260 Chloride, Mercuric Nitrate Method by SM4500-CI- B Matrix: Solid 921908-1-BLK LCS Sample Id: 921908-1-BKS MB Result <0.500 Spike LCS LCS Amount Result %Rec 10.0 10.5 105 LCSD LCSD Result %Rec 10.1 101 Chloride, Mercuric Nitrate Method by SM4500-CI- B 921908 469466-009 Parent Result 18.8 Spike Amount 99.9 Matrix: Soil MS Sample Id: 469466-009 S MS MS MSD MSD Result %Rec Result %Rec 113 94 115 96 Analytical Method: Chloride, Mercuric Nitrate Method by SM4500-CI- B 921908 Matrix: Soil 469521-001 Seq Number: Parent Sample Id: Parameter Chloride Analytical Method: Seq Number: Parent Sample Id: Parameter Soil Resistivity Parent Result MS Sample Id: 469521-001 S LCSD Sample Id: 921908-1-BSD Limits %RPD RPD Units Analysis Limit Date 70-125 4 25 mg/kg 09.03.13 13:16 MSD Sample Id: 469466-009 SD Limits %RPD RPD Units Analysis Limit Date 70-125 2 25 mg/kg 09.03.13 13:32 MSD Sample Id: 469521-001 SD Spike MS MS MSD MSD Limits %RPD RPD Units Analysis Amount Result %Rec Result %Rec Limit Date 99.2 992 1090 100 1030 94 70-125 6 25 mg/kg 09.03.13 13:19 Soil Resistivity by NACE 921802 469466-001 Parent Result 1120 Analytical Method: Soil pH by SW-846 9045C Seq Number: 921863 Parameter pH Analytical Method: Soil pH by SW-846 9045C Seq Number: 921863 Parent Sample Id: 469466-001 Parameter pH Parent Result 7.79 Matrix: Soil MD Sample Id: 469466-001 D MD Result 1120 Matrix: Solid MB Sample Id: 921863-1-BLK MB Result 4.78 Matrix: Soil MD Sample Id: 469466-001 D MD Result 7.83 %RPD RPD Units Analysis Limit Date 0 20 Ohm -cm 08.30.13 15:10 Units Analysis Date SU 09.02.13 18:00 %RPD RPD Units Analysis Limit Date 1 20 SU 09.02.13 18:02 Flag Flag Flag Flag Flag Flag Page 16 of 20 Final 1.000 QC Summary 469466 XENCO Laboratories HVJ Associates -Dallas DG-12-15260 Analytical Method: Soil pH by SW-846 9045C Seq Number: 921863 Matrix: Soil Parent Sample Id: 469487-001 MD Sample Id: 469487-001 D Parameter pH Parent MD Result Result 7.69 7.66 %RPD RPD Units Analysis Limit Date 0 20 SU 09.02.13 18:13 Analytical Method: Sulfate by SW-846 9038 Seq Number: 921909 Matrix: Solid MB Sample Id: 921909-1-BLK LCS Sample Id: 921909-1-BKS LCSD Sample Id: 921909-1-BSD Parameter Sulfate MB Spike LCS LCS LCSD LCSD Limits %RPD RPD Units Analysis Result Amount Result %Rec Result %Rec Limit Date <5.00 20.0 20.5 103 22.1 111 80-120 8 20 mg/kg 09.03.13 14:50 Analytical Method: Sulfate by SW-846 9038 Seq Number: 921909 Matrix: Solid Parent Sample Id: 469177-001 MS Sample Id: 469177-001 S MSD Sample Id: 469177-001 SD Parent Spike MS MS MSD MSD Limits %RPD RPD Units Analysis Parameter Result Amount Result %Rec Result %Rec Limit Date Sulfate 161 199 348 94 356 98 75-125 2 20 mg/kg 09.03.13 15:05 Analytical Method: Sulfate by SW-846 9038 Seq Number: 921909 Parent Sample Id: 469466-001 Parameter Sulfate Matrix: Soil MS Sample Id: 469466-001 S MSD Sample Id: 469466-001 SD Parent Spike MS MS MSD MSD Limits %RPD RPD Units Analysis Result Amount Result %Rec Result %Rec Limit Date 263 996 1250 99 1190 93 75-125 5 20 mg/kg 09.03.13 14:53 Flag Flag Flag Flag Page 17 of 20 Final 1.000 XENCO Laboratories Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration limit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantiation limit and above the detection limit. U Analyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the "J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd , Dallas, TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenburg Rd, Tampa, FL 33619 12600 West I-20 East, Odessa, TX 79765 6017 Financial Drive, Norcross, GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone (281) 240-4200 (214) 902 0300 (210) 509-3334 (813) 620-2000 (432) 563-1800 (770) 449-8800 (602) 437-0330 Fax (281) 240-4280 (214) 351-9139 (210) 509-3335 (813) 620-2033 (432) 563-1713 (770) 449-5477 Page 18 of 20 Final 1.000 SIS 'IFCEQUEST & CHAIN OF CUSTODY RECORD Laboratories Q 4143 Greenbriar Drive, Stafford, TX 77477 281-240-4200 ❑ 5332, Blackberry Drive, San Antonio, TX 78238 210-5093334 Company -City ;� Phone \I_ tl�R4 ! 21 � h—oF1 -- '0 22'1 Project Name-Locatjon 0 Previously done at XENCO Project ID Proj. State L, FL, GA, LA, MS, NC, Proj. Manager PM)y NJ, PA, SC, TN, UT Other I `1ai Pq'tclt E-mail Results to Gj PM and Fax No: J J' t 2@kv t- Cor' / Ye- (exc. @ htr t - Co M invoice to 0 Accounting ❑ Inc. Imioicte with Final Report ❑ invoice must have a P.O. Biiito:270i —dc\0 Cat, entc4 kt)t'i, S -21-v. ctilr1-9` Quote/Pricing: P.O. No: 0 Call for P.O. Reg Program: UST DRY-CLEAN Land -Fill Waste-Disp NPDES DW TRRP QAPP Per -Contract CLP AGCEE NAVY DOE DOD USACE OTHER: Special DLs (GW OW QAPP MDLs RLs See Lab PM Induded Gall PM) Sampler Name t `t t SignatuC.I Sample ID Sampling Date Time I lb, t -is S(1111 tam\ 2 P t 9- to 3'P.- li r 1 t 20 41'-4, 2S 5AV. 1. G-8 6IPS' u.-< 7 SO- 8 _8?- . .-►t, 9 P-7. c_g 10 P-2 , ig-cS Relinquished by (Initials and Sign) # Containers Container Size Container Type Preservatives 9701 Harry Hines Blvd., Dallas, TX 75220 214-402-0300 0 12600 West 1-20 East, Odessa, TX 79765 432-563-1800 Lab Only: Serial #: 3 a 1 668 Page of -D TAT: ASAP 5h 121 24h 3d 5d 7d 10d 21d Standard TAT is project specific. It is typically 5-7 Wo Oxyg VOHs VOAs 0 w VOA: Full -List BTEX-MTBE m 0 Date & Time Relinquished to (Initials and Sign) 2) 0 CO 0 o 0 a MA EPH MA VPH O O 0 L 0 0 PP Appdx-2 CALL 0 -J 1- w z CO SVOCs: Full -List DW SPLP - TCLP (Metals VOCs SVOCs Date & Time level II and 10+ Waking days for level 111 and IV data. EDB/DBCP -a L a co H cn Addn: PAH above Hold Samples (Surcharges will apply and are pre-aoprovr Remarks Sample Clean-ups are pre -approved as needed Temp Device: XDA As Read; frig C (+0.8) Total Containers per COC: Corrected: 2. E_% C Q cr m C3 0 v Q 1 1) Otherwise agreed on writing. Reports are the Intellectual Property of XENCO 2 3) p 4) until paid. Samples will be held 30 days after final report is e-mailed unless 3 5) ; ;/ i �� 6) / L41�I/�j j<0 Sf(44e. f !, / / hereby requested. Rush Charges and Collection Fees are pre -approved if needed. Prese atives: Various (V),HCI pH<2 (H), H2SO4 pH<2 (S), HNO3 pH<2 (N), Asbc Acidik H (A), ZnAcB aOH (Z), (Cool, <4C) (C), None (NA),See Label (L), Other (0) Cont. Size: 4oz (4), 8oz (8), 32oz (32), 40m1 VOA (40), 1L (1), 500m1 (5), Tedlar Bag (B), Various (V), Other Cont. Type: Glass Amb (A), Glass Clear (C), Plastic (P), Various (V) Matrix: Air (A), Product (P), Solid (S), Water (W), Liquid (L) Committed to Excellence in Service and Quality www.xenco.enm Notice: Signature of thls document and relinquishment of these samples constitutes a valid purchase order from client comoanv tri Ynn.... , ---• • subcontractors and assigns under Xenco's standard terms and conditlnm. nr ee-•!-- 1 2 3 4 5 6 7 8 9 10 XENCO Laboratories XENCO Laboratories Prelogin/Nonconformance Report- Sample Log -In rJLA Client: HVJ Associates -Dallas Date/ Time Received: 08/29/2013 01:17:00 PM Work Order #: 469466 Acceptable Temperature Range: 0 - 6 degC Air and Metal samples Acceptable Range: Ambient Temperature Measuring device used : Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? 29.7 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? N/A #4 *Custody Seals intact on shipping container/ cooler? N/A #5 Custody Seals intact on sample bottles? N/A #6 *Custody Seals Signed and dated? N/A #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? Yes Xenco Houston #20 VOC samples have zero headspace (less than 1/4 inch bubble)? N/A #21 <2 for all samples preserved with HNO3,HCL, H2SO4? N/A #22 >10 for all samples preserved with NaAsO2+NaOH, ZnAc+NaOH? N/A * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: PH Device/Lot#: Checklist completed by: Checklist reviewed by: Date: 08/29/2013 uvia onzalez (1 n 'btii1 Date: 08/30/2013 Monica Tobar ASSOCIATES February 20, 2014 Mr. Donald Lange, PE Brown & Gay Engineers, Inc. 500 W. 7th Street, Suite 1800 Fort Worth, Texas 76102 Re: Geotechnical Investigation Caylor Tank Resupply Main Fort Worth, Texas Owner: City of Fort Worth HVJ Project No. DG1215260 Houston 8701 John Carpenter Freeway, Suite 250 Austin Dallas, Texas 75247-4640 Dallas 214.678.0227 Ph San Antonio 214.678.0228 Fax www.hvj.com Dear Mr. Lange: Submitted herein are the design and construction recommendations for Caylor Tank resupply main in Fort Worth, Texas. Additional borings were drilled as part of Phase I to finalize the recommendations, the borings including one boring (BP-8) near Ridgeview Circle and Keller Hicks Road and three borings (BP-12, BP-13 and BP-14) on Keller Hicks Road from Grapeleaf Drive to Old Denton Road. The study was conducted in general accordance with our proposal number DG- 10-16600. A site plan showing the approximate boring locations is presented on the Plan of Borings, Plates 1. 1 FIELD EXPLORATION 1.1 General The field exploration program was performed on February 14, 2014. Subsurface conditions were evaluated by drilling and sampling four borings to depths of approximately 20 feet below the existing ground surface. 1.2 Sampling Methods Soil samples were obtained continuously to 10 feet and at 5-foot intervals thereafter to the maximum termination depth of the borings. Cohesive soil samples were obtained with a three-inch thin -walled (Shelby) tube sampler in general accordance with ASTM D-1587 standard. Each sample was removed from the sampler in the field, carefully examined and then classified. The shear strength of the cohesive soils was estimated by a hand penetrometer in the field. Suitable portions of each sample were sealed and packaged for transportation to our laboratory. Rock encountered was augured to the termination depth and evaluated by TxDOT cone penetrometer test. TxDOT cone penetrometer test was performed at approximately 5-foot intervals thereafter to the maximum termination depth. The test consists of driving a 3-inch diameter cone with a 170-pound hammer, which is dropped for a distance of 2 feet. The cone is seated and driven to 100 blows or 12 inches whichever comes first. Then it is driven for two consecutive 6-inch increments, and the blow counts for each increment are noted. In hard materials, the cone is driven with the resulting penetration in inches recorded for the 50 blows. The numbers of blows for each 1 6-inch increment and/or the amount of penetration for each 50 blows are presented on the boring logs. Detailed descriptions of the soils encountered in the borings are given on the boring logs presented on Plates 2 through 5. A key to the soils and rock classification and symbols used in the boring logs are also presented on Plates 6A & 6B. 1.3 Groundwater Observations Groundwater was not encountered in any borings during drilling operations. However, it should be noted that groundwater levels will fluctuate with seasonal changes in moisture conditions. 2 LABORATORY TESTING Selected soil samples were tested in the laboratory to determine applicable physical and engineering properties. All tests were performed according to ASTM standards. These tests consisted of moisture content measurements, Atterberg limits, percent finer than No. 200 sieve, unconfined compression (UC), and unit dry weight tests. Test results are presented on the boring logs, Plates 2 through 5. 3 SITE CHARACTERIZATION 3.1 General Geology According to the University of Texas at Austin, Bureau of Economic Geology "Geologic Atlas of Texas Dallas Sheet," the project area lies within the surface expression of Denton Clay (map symbol Kpd) deposits and Grayson Marl and Main Street Limestone undivided (map symbol Kgm) deposits. The Denton Clay mainly consists of alternating clay, marl, and limestone, total limestone in unit remains constant as amount of clay and marl varies. Grayson Marl deposits mainly consist of calcareous clay and marl, blocky yellowish gray and medium gray, limestone beds in upper one-third and thickness 60 to 100 feet thins northward. Main street limestone mainly consists of medium grained, chalky, units of calcareous shale, thin bedded to massive and thickness 20 to 35 feet, thins northward. 3.2 Soil Stratigraphy Our interpretation of soil and groundwater conditions at the project site is based on information obtained at the boring locations only. This information has been used as the basis for our conclusions and recommendations. Significant variations at areas not explored by the project borings may require reevaluation of our findings and conclusions. Based on our field investigation, the subsurface soils observed are presented below: Stratum Types Encountered Approximate Depths of Strata Encountered at Borings (ft) Stratum Type Pavement + Based) BP-8 BP-12 BP-13 BP-14 0-1 0-1 2 0-1 0-1 Stratum Type Approximate Depths of Strata Encountered at Borings (ft) BP-8 BP-12 BP-13 BP-14 Fi11(2) 1-2 1-2 - Lean/Sandy Lean Clay 1-8 2-8 1-2 (CL) (3) Fat Clay (CH)(4) 2-4 - 2-6 Limestone(5) 8-20(7) 4-18 8-20(7) 8-20(7) Shale(6) - 18-20(7) - - Note: (1) Asphalt pavement + Base. Review boring logs for actual pavement thickness. (2) Fill material consists of sand with gravel and clay. (3) Soft to very stiff, occasionally sandy with gravel and limestone seams. (4) Very stiff, with sand and limestone seams. (5) Soft to very hard, slightly weathered with occasional shale seams. (6) Soft, weathered. (7) Boring termination depth. Detailed descriptions of the materials encountered in the borings are given on the boring logs presented in Plates 2 through 5. Key to the terms and symbols used for soil and rock classification on the boring logs is given n Plates 6A and 6B. 4 WATER LINE DESIGN CRITERIA AND RECOMMENDATIONS 4.1 General The project will involve construction of a new 42-inch water line. The exact invert depth was not available at the time of writing this report. We assumed that the invert depth will be between 5 and 20 feet below the existing ground surface. We also assumed that all lines will be installed using open - cut and/or auguring techniques. Our analyses and recommendations for open cut and/or auguring techniques are presented below. 4.2 Geotechnical Parameters Geotechnical design parameters are presented in the following table. These design parameters are based on field and laboratory test data obtained from the corresponding boring locations and at the approximate invert depth only. Please note that, because of the nature of the soil stratigraphy at this site, parameters at locations that deviate from the boring locations may vary substantially from values reported in the following table: 3 Undrained Shear Allowable Boring Approximate Total Strength Bearing No. Invert (ft) Depth Soil Description Unit or Pressure n Angle (psf) (deg) BP-8 5-8 Soft to stiff Lean Clay 125 1,500 2,500 BP-8 8-20 Unweathered Limestone 135 N/A >10,000 BP-12 5-18 Unweathered Limestone 135 N/A >10,000 BP-12 18-20 Weathered Shale 130 N/A 4,500 BP-13 5-8 Soft to very stiff Sandy Clay 125 2,100 3,500 BP-13 8-20 Unweathered Limestone 135 N/A 10,000 BP-14 5-6 Very stiff Fat Clay 125 3,000 4,500 BP-14 6-20 Unweathered Limestone 135 N/A >10,000 The values shown in the above table represent our interpretation of the soil properties based on the available laboratory and field test data. Use of the soil properties shown above may or may not be appropriate for a particular analysis, since choice of design parameters often depends on whether total or effective stress analysis is used, rate of loading, duration of loading, geometry of loaded area, and other factors. The total unit weight values shown above represent our interpretation of soil unit weight at natural moisture content. The undrained shear strength and allowable bearing pressure values represent our interpretation of the shear strength in clay soils based primarily on the results of unconfined compression tests, and hand penetrometer tests. The allowable bearing pressures include a factor of safety of 3. 4.3 Pipe Installation recommendations Pine Design. The loads imposed on underground pipes depend principally upon the method of installation, the weight of overburden soils, roadway traffic load, and loads due to existing surface structures. The traffic load applied to the pipe can be calculated using 85% of wheel load with an impact factor of 1.5 for one foot of soil cover, 50% of wheel load with an irnpact factor of 1.35 for 2 feet of cover, and 30% of wheel load with an irnpact factor of 1.15 for 3 feet of cover. This results in a total design traffic load on the pipe or box culvert of about 1.28, 0.68 and 0.35 times the wheel load for 1, 2 and 3 feet of cover, respectively. For pipes or box culvert with four or more feet of cover, the traffic loads may be taken as a surcharge equivalent to 250 psf. The design of flexible pipes requires the modulus of soil reaction of the native soil (E.') in the trench wall as input. The En' values are based on empirical relationships to the soil consistency as defined by unconfined compression tests for cohesive soils. En' values for the native soils are presented in the following table. The En' values for short-term conditions in cohesive soils may be assumed to be 1.5 times the long-term values. These values are based on the soil data obtained at the boring locations only and may be used for the noted invert depth zone. 4 Undrained Shear E'n, Boring Approximate Total Strength Long (psor No. Invert (ft) Depth Soil Description Unit Friction Term Angle (Psf) (deg) BP-8 5-8 Soft to stiff Lean Clay C1-25) 1,500 (600; BP-8 8-20 Unweathered Limestone 135 N/A 3,000 BP-12 5-18 Unweathered Limestone 135 N/A 3,000 BP-12 18-20 Weathered Shale 130 N/A 2,000 BP-13 5-8 Soft to very stiff Sandy Clay 12 2,100 1,000 BP-13 8-20 Unweathered Limestone 135 N/A 3,000 BP-14 5-6 Very stiff Fat Clay 125 3,000 2,000 BP-14 6-20 Unweathered Limestone 135 N/A 3,000 4.4 Open -Cut Excavation Considerations Excavations should satisfy two requirements. First, the soils above final grade must be removed without disturbing the soil below excavation grade, which will support constructed facilities. Second, the sides of the excavation must be stable to prevent damage to adjacent streets and facilities as a result of either vertical or lateral movements of the soil. In addition, a satisfactory excavation procedure must include an adequate construction dewatering system to lower and maintain the water level at least a few feet below the lowest excavation grade. Excavation Stability. Excavations shall be shored, laid back to a stable slope or some other equivalent means may be used to provide safety for workers and adjacent structures. Assessment of the need for excavation sloping, use of trench boxes or other measures required providing a stable excavation and the use of appropriate construction practices and/or equipment is the contractor's responsibility. The following comments are intended to represent common solutions to stability problems encountered in similar soil conditions in the Dallas area, and may not be construed as excavation system design recommendations. The excavation operations shall be performed in accordance with 29 CFR Part 1926 subpart P, as amended, including rules published in the Federal Register, Vol. 54, No. 209, dated October 31, 1989, as a minimum. In addition, the provisions of legislation enacted by the Texas Legislature should be satisfied. Excavations . Trenches that are deeper than five feet deep should be appropriately sloped and protected in accordance with Table B-1, and shoring may be constructed in accordance with Table C-1.1, Table C-1.2 and Table C-1.3 of 29 CFR Part 1926. Soil types required by Table C-1.1, Table C-1.2 and Table C-1.3 (Trench Shoring - Minimum Timber Requirements) are given below: Boring No. BP-8 BP-12 OSHA Soil Type Depth of Trench (ft) 0-5 5-10 10-15 15-20 B C C C C C C C 5 Boring No. OSHA Soil Type Depth of Trench (ft) 0-5 5-10 BP-13 BP-14 C c B C 4.5 Select Fill and General Earthwork Recommendations 10-15 C C 15-20 Select fill required to raise the grade or backfill should consist of lean silty or sandy clay with a liquid limit less than 40 and a plasticity index between 7 and 20. Fill material that is used should be placed in loose lifts not exceeding eight inches and should be compacted to 95 percent of standard Proctor maximum dry density as determined by ASTM D698. 5 DESIGN REVIEW HVJ Associates, Inc. should review the design and construction plans and specifications prior to release to make certain that the geotechnical recommendations presented herein have been properly interpreted. Our current scope of services does include an allowance for such review. 6 LIMITATIONS This investigation was performed for the exclusive use of Brown & Gay Engineers, Inc. to provide geotechnical investigations for the proposed Caylor Tank Resupply Main in Fort Worth, Texas. HVJ Associates, Inc. has endeavored to comply with generally accepted geotechnical engineering practice common in the local area. HVJ Associates, Inc. makes no warranty, express or implied. The analyses and recommendations contained in this report are based on data obtained from subsurface exploration, laboratory testing, the project information provided to us and our experience with similar soils and site conditions. The methods used indicate subsurface conditions only at the specific locations where samples were obtained, only at the time they were obtained, and only to the depths penetrated. Samples cannot be relied on to accurately reflect the strata variations that usually exist between sampling locations. Should any subsurface conditions other than those described in our boring logs be encountered, HVJ Associates, Inc. should be immediately notified so that further investigation and supplemental recommendations can be provided. Sincerely, HVJ ASSOCIATES, INC. Texas Firm Registration No. F-000646 Fadi N. Faraj, PE Dallas Branch Manager FF/RE i I� 96707 III �st F c!CENO. ' =: .. tE...9...re ho . * 0 I • : i FAOI N. FARAJ 2/20/2014 6 Attachments: Plate 1, Plan of Borings Plate 2 through 5, Boring logs Plate 6A and 6B, Key to terms and symbols 7 .ter i5,. S. '7rPari.4166 '-eat Approximate Boring locations 11ti6 11►r-D r �, til it s: Nlooti>t3t."" Starburst-Os c-!Vlideentral-Df 1 ASSOCIATES DATE: 2/20/2014 8701 John C rpenree F% S D.Ws,TX75247 214-6784=7 Ph 214-6784=8 Fax 250 APPROVED BY: FF PREPARED BY: RE PLAN OF BORINGS CAYLOR TANK RESUPPLY MAIN PROJECT NO.DG-12-15260 DRAWING NO.PLATE 1 LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 2/20/14 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Boring No.: BP- 8 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA — 0 --5 - I -10 -15 - -20 (9/6")-(10/6") SOIL/ROCK CLASSIFICATION 7 inches of ASPHALT PAVEMENT LEAN CLAY WITH SAND (CL), soft to stiff, dark brown and yellow, with limestone seams below 5 feet LIMESTONE, soft to very hard, tan, weathered, soft layers below 19 feet (50/0.25")-(50/( .125") (50/0.25")-(50/( .25") (16/6")-(19/6") I A --25 Shear Types: Project No.: DG-12-15260 Drill Date: 2/14/2014 Elevation: Northing: -- Station: -- Easting: -- Offset: -- U> Z W (7) SHEAR STRENGTH, TSF (7) (7) ZLL to o w U -1•--• a N } a 0.5 1.0 1.5 2.0 o p I I I 1 1 1 1 1 I Z o MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 80 75 107 u a • = Hand Penet. ■ = Torvane A = Unconf. Comp. CIE = UU Triaxial See Plate 3 for boring location. PLATE 2 ASSOCIATES LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 2/20/14 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-12 Drill Date: 2/14/2014 Elevation: Groundwater during drilling: Dry Northing: -- Station: -- Groundwater after drilling: Dry Easting: -- Offset: -- ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 -5 --10 SOIL/ROCK CLASSIFICATION 9 inches of ASPHALT PAVEMENT SAND WITH GRAVEL AND CLAY, brown (possible fill) FAT CLAY (CH), very stiff, dark brown, with limestone seams LIMESTONE, soft to hard, tan, weathered, with gray shale seams below 14 feet (50/3.5")-(50/3. 5") -15_I (31/6")-(47/6") I " -20 --25 Shear Types: SHALE, soft, dark gray, weathered (44/6")-(50/5.5") (0 > r zw 05 (n �) Zu. Qo 0a. a. aN aO z 0 7 96 SHEAR STRENGTH, TSF �—� J fit 0.5 1.0 1.5 2.0 I I I I I I I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT I I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 G t • = Hand Penet. • = Torvane A = Unconf. Comp. CIE = UU Triaxial See Plate 3 for boring location. i PLATE 3 ASSOCIATES LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 2/20/14 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-13 Drill Date: 2/14/2014 Elevation: Groundwater during drilling: Dry Northing: -- Station: -- Groundwater after drilling: Dry Easting: -- Offset: -- ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA —0 - -5 (6/6")-(7/6") SOIL/ROCK CLASSIFICATION 10 inches of ASPHALT PAVEMENT ZW (n 0 WZ O <0 Ow d o O 0 z o SHEAR STRENGTH, TSF -•-i< )\ 0.5 1.0 1.5 2.0 I I I I I 1 1 1 MOISTURE 0 CONTENT, % PLASTIC LIMIT 1 1 LIQUID LIMIT 10 20 30 40 50 60 70 80 90 CLAYEY SAND WITH GRAVEL (SC), dark brown (possible fill) 23 0 SANDY CLAY (CL), soft to very stiff, dark brown 105 w - -10 --15 --20 LIMESTONE, very hard, tan, weathered, with gray shale seams below 18 feet (50/0.25")-(50/( .25") (50/0.25")-(50/( .25") (50/4.5")-(46/6' ) 67 --25 Shear Types: • = Hand Penet. ■ = Torvane ♦ = Unconf. Comp. X = UU Triaxial See Plate 3 for boring location. PLATE 4 ASSOCIATES LOG OF SOIL BORING DG-12-12560 42 INCH WATER MAIN.GPJ HVJ.GDT 2/20/14 LOG OF BORING Project: CAYLOR TANK RESUPPLY MAIN Project No.: DG-12-15260 Boring No.: BP-14 Drill Date: 2/14/2014 Elevation: Groundwater during drilling: Dry Northing: -- Station: -- Groundwater after drilling: Dry Easting: -- Offset: -- ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 —5 --10 --15 -20 --25 Shear Types: (19/6")-(39/6") SOIL/ROCK CLASSIFICATION 7 inches of ASPHALT PAVEMENT SANDY CLAY (CL), very stiff, dark brown, with gravel seams FAT CLAY (CH), very stiff, brown and gray, with limestone seams at 5 feet LIMESTONE, soft to very hard, tan and gray, weathered (50/4.51-(50/3. 5") (50/0.25")-(501L 2 5' ) (50/0.75")-(50/C5") Z W lnu) WO <0 oa a- w } o O re z o 69 102 SHEAR STRENGTH, TSF —0—R L 1\ 0.5 1.0 1.5 2.0 I I I 1 I I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT I 1 LIQUID LIMIT 10 20 30 40 50 60 70 80 90 O I 0 • = Hand Penet. • = Torvane A = Unconf. Comp. CIE = UU Triaxial See Plate 3 for boring location. PLATE 5 ASSOCIATES Clay O Clayey Asphaltic Concrete SOIL SYMBOLS Soil Types Silt Modifiers Sand Si y Sandy Construction Materials Stabilized Base Classification Clay Silt Sand Gravel Cobble Boulder Fill or Debris Gravel o�,o 9w c oo 1 Cemented Portland Cement Concrete 11 SAMPLER TYPES Thin Walled Shelby Tube Split Barrel Liner Tube SOIL GRAIN SIZE Particle Size < 0.002 mm 0.002 - 0.075 mm 0.075 - 4.75 mm 4.75 - 75 mm 75 - 200 mm > 200 mm DENSITY OF COHESIONLESS SOILS Descriptive Term Very Loose Loose Medium Dense Dense Very Dense l No Recovery ji Auger Xc Jar Sample WATER LEVEL SYMBOLS Groundwater measured after drilling operations Groundwater measured during drilling operations Particle Size or Sieve No. (U.S. Standard) <0.002mm 0.002 mm - #200 sieve #200 sieve - #4 sieve #4 sieve - 3 in. 3 1n. - 8in. > 8 in. CONSISTENCY OF COHESIVE SOILS Penetration Consistency Undrained Shear Resistance "N" * Strength (tsfl Blows/Foot 0-4 4-10 10-30 30-50 > 50 Very Soft Soft Firm Stiff Very Stiff Hard 0 - 0.125 0.125 - 0.25 0.25 - 0.5 0.5 — 1.0 1.0 — 2.0 > 2.0 PENETRATION RESISTANCE #-#-# Blows required penetrating each of three consecutive 6-inches per ASTM D-1586* 50/4" If more than 50 blows are required, driving Is discontinued and penetration at 50 blows is noted (4/6") Texas Cone Penetration blows required penetrating each of two consecutive 6-inches per TEX- 132-E * The N value is taken as the blows required to penetrate the final 12 inches TERMS DESCRIBING SOIL STRUCTURE Slickensided Fracture planes appear polished or glossy, sometimes striated Fissured Breaks along definite planes of fracture with little resistance to fracturing Inclusion Small pockets of different soils, such as small lenses of sand scattered through a mass of clay Parting Inclusion less than 1/4 inch thick extending through the sample Seam Inclusion 1/4 inch to 3 inches thick extending through the sample Layer Inclusion greater than 3 inches thick extending through the sample Laminated Soil sample composed of alternating partings of different soil type Stratified Soil sample composed of alternating seams or layers of different soil type Intermixed Calcareous Ferrous Nodule Penetration Resistance "N" * (Blows/ft) <2 2-4 4-8 8-15 15-30 >30 Soil sample composed of pockets of different soil type and laminated or stratified structure is not evident Having appreciable quantities of calcium carbonate Having appreciable quantities of iron A small mass of irregular shape ASSOCIATES 8701 John G.Pcnc« eery Suite 250 Dallas, TX75247 214-078-0227 Ph 214 678-0228 Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-12-15260 DRAWING NO.: PLATE 6A � ty� 11 Limestone Weathered Limestone Highly Weathered Limestone ROCK TYPES Shale Weathered Shale Dolomite • SOLUTION AND VOID CONDITIONS Void Interstice; a general term for pore space or other openings in rock. Cavities Small solutional concavities. Vuggy Containing small cavities, usually lined with a mineral of different composition from that of the surrounding rock. Vesicular Containing numerous small, unlined cavities, formed by expansion of gas bubbles or steam during solidification of the rock. Porous Containing pores, interstices, or other openings which may or may not interconnect. Cavernous Containing cavities or cavems, sometimes quite large. Most frequent in limestones and dolomites. SPACING Very Close Close Medium Close Wide REFERENCES: <2" 2"-1211 1211-3' > 3' Sandstone Weathered Sandstone Granite Very Soft Soft Moderately Hard Hard Very Hard SAMPLER TYPES • Thin -Walled Tube ® Standard Penetration Test THD Cone Penetration Test HARDNESS it Rock Core Auger Sample 15, Bag Sample Can be carved with a knife, broken with finger pressure, or UCS less than 30 tsf Can be gouged or grooved readily with a knife, or UCS between 30 and 100 tsf Can be scratched easily with a knife, or UCS between 100 and 250 tsf Can be scratched rarely with a knife, or UCS greater than 250 tsf Cannot be scratched with a knife WEATHERING GRADES OF ROCKMASS (1) Slightly Moderately Highly Completely Residual Soil JOINT DESCRIPTION INCLINATION Horizontal Shallow Moderate Steep Vertical (1) British Standard (1981) Code of Practice for Site Investigation, BS 5930. (2) The Bridge Div., Tx. Highway Dept. Foundation Exploration & Design Manual, 2nd Division, revised June, 1974. Information on each boring log is a compilation of subsurface conditions and soil and rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature. Water level measurements refer only to those observed at the times and places indicated, and may vary with time, geologic condition or construction activity. 0-5 5-35 35-65 65-85 85-90 Discoloration indicates weathering of rock material and discontinuity surfaces. Less than half of the rock material is decomposed or disintegrated to a soil. More than half of the rock material is decomposed or disintegrated to a soil. All rock material is decomposed and/or disintegrated into soil. The original mass structure is still largely intact. All rock material is converted to soil. The mass structure and material fabric are destroyed. SURFACES Slickensided Smooth Irregular Rough Polished, grooved Planar Undulating or granular Jagged or pitted BEDDING THICKNESS (2) Very Thick Thick Thin Very Thin Laminated Thinly Laminated ASSOCIATES > 4' 2'-4' 2"-2' 1/211-211 0.0811-1/2" <0.08" 8701 John C.Ipentec Fwy Suite 250 Dallas, TX 75247 214678-0227 Ph 214-678-0228 Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-12-15260 DRAWING NO.: PLATE 6B GC-4.04 Underground Facilities Summary of Test Hole Information Summary of Test Hole Coordinates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 TH E RIOSGROUP Project Name: Client Name: Client Proj. No.: TRGI Proj. No.: The Rios Group 7524 Jack Newell Blvd South, Ste. 200 Fort Worth, TX 76118 (817) 345-7500 Northside II Water Main Brown & Gay Engineers, Inc. B&G_1301.00 SUMMARY OF TEST HOLE INFORMATION General Location: Keller Hicks �City/Town: Fort Worth !County Tarrant epth�tdGross yGeneaal(it�Iityt, 5U', 2i 1 12 CSC PL 4.15 2 20 CSC PL 2.65 3 3 STL PL 5.72 4 UNK * G * 4A UNK * G * P1 8 STL PL 4.82 P2 16 STL PL 5.78 P3 4 STL PL 5.90 7 42 UNK W * 8 30 RCP W 4.60 9 30 RCP W 5.89 Notes: *UNK Material, UNK Sectional view Utility Types: E - Electric G - Gas W - Water PL - Product Line FL - Fuel Line Prepared By: Rusty Wolff UNK BT - Buried Telephone FOC - Fiber Optic Cable SAN - Sanitary Sewer STM - Storm Sewer CTV - Cable Television Date: 9/12/2013 State: TX Field Manager: Austin Rye Technicians: EF,KF,CS,JP,TH,BL Vacuum Excavation Truck/Trailer: Designating Truck: Gene at Tes ; el.:iLfoea NG 5/8" IR w/cap 7/31/2013 NG 5/8" IR w/cap 7/31/2013 NG 5/8" IR w/cap 7/31/2013 C-14" "X" in Concrete 8/1/2013 Hit rock 6.60" C-12" "X" in Concrete 8/14/2013 Hit rock 5.25" - Electronic Depth 8.5 FT NG 5/8" IR w/cap 8/1/2013 NG 5/8" IR w/cap 8/1/2013 NG 5/8" IR w/cap 8/1/2013 NG 5/8" IR w/cap 9/12/2013 Hit ground water 11.11, Electronic depth 12.50, Probed 12.05 NG 5/8" IR w/cap 9/11/2013 NG 5/8" IR w/cap 9/11/2013 TS - Traffic Signal FM - Force Main Utility Materials: STL - Steel PE - Polyethylene AC - Transite CI - Cast Iron DI - Ductile Iron PVC - Polyvinyl Chloride DBC - Direct Buried Cable RCP - Reinforced Concrete Pipe VC - Vitrified Clay FG - Fiberglass Checked By: Jared Silva Date: CSC - Concrete/Steel Cylinder CMP - Corrugated Metal Pipe 9/16/2013 Sheet 1 of 1 THE RI OS G ROU P Project Name: Client Name: Client Proj. No.: TRG Proj. No.: 1 2 3 4 4a 7 8 9 P1 P2 P3 The Rios Group 7524 Jack Newell Blvd South, Ste. 200 Fort Worth, TX 76118 (817) 345-7500 Northside II Water Main Brown & Gay Engineers, Inc B&G 1301.00 204 253 252 208 207 219 218 217 202 201 200 Prepared By: Rusty Wolff 7027530.18 7027531.34 7027531.66 7027547.30 7027539.45 7034187.06 7034171.39 7034170.91 7027492.12 7027491.17 7027490.84 SUMMARY OF TEST HOLE COORDINATES General Location: Keller Hicks & Excelsior Ln City/Town: County: Fort Worth Tarrant State: TX 2338021.33 754.44 750.29 4.15 YES 2338042.46 755.00 752.35 2.65 YES 2338047.56 755.28 749.56 5.72 YES 2340880.73 743.90 734.70 9.20 NO 2340880.88 743.97 735.47 8.50 NO 2344412.46 743.94 731.89 12.05 NO 2344410.77 744.26 739.66 4.60 YES 2344377.30 744.37 738.48 5.89 YES 2338049.61 754.38 749.56 4.82 NO 2338067.81 754.36 748.58 5.78 NO 2338079.68 754.15 748.25 5.90 NO Date: 9/20/2013 Checked By: B. Melton (Field Manager: Austin Rye PTechnicians: EF,KF,CS,JP,TH,BL PJacuum Excavation Truck/Trailer: (Designating Truck: Hit rock 6.60" - Electronic Depth 9.2 FT Hit rock 5.25" - Electronic Depth 8.5 FT Hit ground water, Electronic depth 12.50", Probed 12.05" Probed Probed Probed Date: 9/20/2013 Sheet 1 of 1 GC-6.06.D Minority and Women Owned Business Enterprise Compliance Minority Business Enterprise Specifications - SPECIAL INSTRUCTIONS FOR BIDDERS MBE Subcontractors/Suppliers Utilization Form Prime Contractor Wavier Form MBE Good Faith Effort Form MBE Joint Venture Eligibility Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase 1 Part I City Project No. 02082 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 1 0 % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications ) s 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. ee AIL(49 y ltl e cope received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. I FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN I THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 5/30/12 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: Northside II 48-Inch Water Main, Phase I Part 1 City's MBE Project Goal: 10 Rio Prime's MBE Project Commitment: OA M/W/DBE n NON-M//wDBE BI DATE March 20, 2014 PROJECT NUMBER 02082 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax T e r M W B B E E Detail Detail Subcontracting Supplies S M Work Purchased B B E E Dollar Amount Rev. 5/30/12 FORT H ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E n Dollar Amount Rev. 5/30/12 FORT H Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS ATTACHMENT 1A Page 4 of 4 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 5/30/12 Fo R` WORTH City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: PROJECT NAME: Northside II 48-Inch Water Main, Phase I Part 1 City's MBE Project Goal: 10 0�0 Prime's MBE Project Commitment: ATTACHMENT 1B Page 1 of 1 Check applicable block to describe prime M/W/DBE NON-M//WDBE BID DATE March 20, 2014 PROJECT NUMBER pia 02082 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Mana9inq Departmei t on or before 5:00 13.m,, five /5) Citv business days after bid opening{, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications: Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO YES NO YES The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Address Email Address City/State/Zip Date Fax Number Rev. 5/30/12 FoRT WOWORTH PRIME COMPANY NAME: PROJECT NAME: City of Fort Worth MBE Good Faith Effort Form Northside II 48-Inch Water Main, Phase I Part 1 City's MBE Project Goal: 10 0�0 Prime's MBE Project Commitment: ATTACHMENT 1C Page 1 of 3 Check applicable block to describe prime M/W/DBE NON-M//WDBE BID DATE March 20, 2014 PROJECT NUMBER Rio 02082 IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. 4R_Yes No Date of Listing 3.) _ Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) 1 1 No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? +I__ Yes (If yes, attach list to include name of MBE firm, person, contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? n Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) n No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? _Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) ❑ No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? n Yes RNo 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? 1Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10�Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) n No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of Rev. 5/30/12 ATTACHMENT IC Page 4of3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev. 5/30/12 Joint Venture Page 1 of 3 FoR T WO CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not applicable. Name of City project: Northside 11 48-Inch Water Main, Phase 1 Part 1 • A joint venture form must be completed on each project RFPBid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: Cellular: E-mail address: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm ! Non -MBE firm name: ' name: Business Address: Business Address: City, State, Zip: Telephone Facsimile E-mail Cellular Certification Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: City, State, Zip: Telephone Cellular E-mail address Facsimile Describe the scope of work of the non -MBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5/30/12 Joint Venture Page 3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of and , 20 , before me appeared to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Notary Public Print Name Signature Commission Expires (seal) Rev. 5/30/12 GC-6.07 Wage Rates CFW Wage Rate Table Davis Bacon Act Heavy and Highway Construction (September 2013) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GR-01 60 00 Product Requirements Fort Worth Water Department, Standard Products List (Updated 2-29-2012) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 • • 0923/96 0923/96 Manhole Inserts EI-14 EI-14 EI-14 El-14 EI-14 (Manhole Insert Manhole Insert Manhole Insert Manhole Insert Manhole Insert Manholes & Bases/Frames & Covers/Rectanyular * Manhole Francs and Covers Manhole Frames and Covers • • • • 7/25/03 01/31/06 11/02/10 07/19/11 08/10/11 • • • • 03/08/00 04/20/01 Manholes & Bases/Frames & Covers/Standard (Round) E1-14 E1-14 El-14 E1-14 EI-14 EI-14 E1-14 E1-14 EI-14 EI-14 EI-14 E1-14 E1-14 Manhole Frames and Covers Manhole Frames and Coven Manhole Frames and Coven Manhole Frames and Covers Manhole Frames and Coven Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers 30' DI M11 Ring and Cover 30" DI MH Ring and Cover 130" DI MIS Ring and Cover 30" DI MIS Ring and Cover CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS UST WASTEWATER Knutson Enterprises South Western Packaging Nofow-Inflow Southwestern Packing & Seals, Inc. Southwestern Packing & Seals, Inc. Western Iron Works, Bass & Hays Foundry Vulcan Foundry Western Iron Works, Bass & Hays Foundry McKinley Iron Works Inc. Neenah Casting Vulcan Foundry Sigma Corporation Sigma Corporation Pont-A-Mousson Neenah Casting Saint-Gobain Pipelines (Pamrex/rexus) East Jordan Iron Works Sigma Corporation Star Pipe Products Accucast Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight E1-14 E1-14 E1-14 E1-14 EI-14 E1-14 E1-14 Manhole Frames and Covers Manhole Frames and Coven Manhole Frames and Coven Manhole Frames and Coven Manhole Frames and Covens Manhole Frames and Covers Manhole Frames and Covers Manholes & Bases/New/Components 0723/97 Urethane Hydrophilic Waterstop 04/26/00 Offset Joint for 4' Diam. MH 04/26/00 Profile Gasket for 4' Diam. MH. 126/99 HDPE Manhole adjustment Ring 5/13/05 Manhole External Wrap Manholes & Bases/New/Precast Concrete • EI-14 Manhole, Precast Concrete * E1-14 Manhole, Precast Concrete ' EI-14 Manhole, Precast Concrete 04/26/00 E-I4 MH, Single Offset Seal Joint 0923/96 EI-14 Manhole, Precast Concrete 08/30/06 EI-14 Manhole, Precast Concrete 10/27/06 El -14 Manhole, Precast Concrete 06/09/10 EI-14 Manhole, Precast (Reinforce Polymcr)Concrete Manholes & Bases/New/Fiberolass 1/26/99 Fiberglass Manhole 08/30/06 Fiberglass Manhole • 04/23/01 4/20/01 5/12/03 08/30/06 Manholes & bases/Rehab Systems/Cementitious EI-14 Manhole Rehab Systems Et-14 Manhole Rehab Systems E1-14 Manhole Rehab Systems E1-14 Manhole Rehab System EI-14 Manhole Rehab System General Concrete Repair Manholes & Bases/Rehab Systems/NonCementitious 0520/96 E1-14 Manhole Rehab Systems • E1-14 Manhole Rehab Systems 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection 08/30/06 Coatings for Corrosion Protection 721/97 10/30/03 Pont-A-Mousson Neenah Casting Vulcan Foundry Western Iron Works,Bass & Hays Foundry McKinley Iron Works Inc. Accucast Serampore Industries Private Ltd. Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladlcch, Inc Canusa - CPS Hydro Conduit Corp Wall Concrete Pipe Co. Inc. Hanson (formerly Gifford -till) Hanson Concrete Product Inc. The Turner Company Oldcastle Precast Inc. US Composite Pipe Fluid Containment, Inc. L.F. Manufacturing Quadex Standard Cement Materials, Inc. AP/M Permaform Strong -Seal Systems Poly -triplex Technologies FlexKrele Technologies Spmyroq, Sun Coast Chesterton Warren Environmental Citadel Pipe/New/Centrifugally Cast Fiberglass Reinforced PiQe/Polvmer Modified Concrete Cent. Cast Fiberglass Flowtite Hobas Pipe USA, Inc. Anutech USA Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic Lifesaver - Stainless Steel TetherLok - Stainless Steel 1001 6780 30024 A 24 AM 1342 MH-144N MH-I43N GTS-STD RE32-R8FS V1432-2 and V 1483 Designs M111651FWN & MH16502 MII32FTWSS-DC 220700 Heavy Duty with Gasket Ring Pamtight 2342 300-24P WPA24AM RC-2100 300-24-23.75 Ring and Cover Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring 1VrapidSeal Manhole Encapsulation System SPL Item #49 Type F Dwg 35-0048-001 48" I.D. Manhole w/ 32" Cone 48" I.D. Manhole w/ 24" Cone 48" I.D. Manhole w/ 24" Cone Reinforced Polymer Concrete Flowtite Relincr MSP Strong Seal MS2A Rehab System Mil repair product to stop infiltration Vinyl Polyester Repair Product Spray Wall Polyurethane Coaling Arc 791,SI1B, SI, S2 S-301 and M-301 SLS-30 Solids Epoxy Hobas Pipe (Nan -Pressure) UPDATED: 2-29-2012 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM A 48 AASHTO M306-04 ASTM A 48 ASTM A 48 ASTM A 48 ASTM D2240/D412/D792 ASTM C-443/C-361 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C-76 ASTM 3753 ASTM D5813 ASTM D639/D790 Acid Resistance Test ASTM D3262/D3754 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia 24"x40" WD 24"x40"WD 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" dia. 24" dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. SS MIS Non -traffic area 48" 48" 48" 48" Diam MII 48" w132"cone 48" 48" Diam w 24" Ring 48" to 72" Non -traffic area Non -traffic area Misc. Use Sewer Applications Sewer Applications Sewer Applications Prepared 2/29/2012 Page 1 0322/10 4/14/05 06/09/10 EI-9 Fiberglass Pipe Polymer Modified Concrete Pipe Reinforced Polymer Concrete Pipe Pines/New/Concrete • E1-04 Conc. Pipe, Reinforced • 1 E1-04 Conc. Pipe, Reinforced • 1 EI-04 Conc. Pipe, Reinforced • 1 E1-04 1Conc. Pipe, Reinforced �Pipes/New/Ductile Iron E1-06 E1-06 E1-06 E1-06 Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Pines/New/PVC (Pressure) 12/02/11 1 E1-24 DR-l4 PVC Pressure Pipe • Pir)e1/New/HDPE fPiipe Bursting;/Sliplinine) High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe IPipes/New/PVC* 11/04/98 E1-31 PVC Corrugated Sewer Pipe E1-31 PVC Corrugated Sewer Pipe 05/04/09 E1-31 PVC Corrugated Sewer Pipe • E1-25 PVC Sewer Pipe • EI-25 PVC Sewer Pipe • E1-25 PVC Sewer Pipe • EI-25 PVC Sewer Pipe 12/23/97• EI-27 PVC Sewer Pipe • EI-27 PVC Sewer Pipe • EI-25 PVC Sewer Pipe 1 I/11/98 EI-28 PVC Sewer Pipe • E1-28 PVC Sewer Pye 11/12/99 EI-29 PVC Truss Prim 0926/91 E100-2 Closed Profile PVC Pipe 11/17/99 E100-2 Closed Profile PVC Pipe 05/06/05 EI-28 PVC Solid Wall Pipe 04/27/06 EI-25 PVC Sewer Fittings • EI-25 PVC Sewer Fittings Pipes/New/Ribbed Open Profile Larp-e Diameter 0926/91 EI00-2 PVC Sewer Pipe, Ribbed 0926/91 E100-2 E100-2 11/10/10 (E100-2) 11/10/10 (E100--2) 05/16/11 • 05/03/99 05/29/96 11/03/98 12/04/00 06/09/03 11/04/02 02/02/93 0422/87 09/14/10 09/14/10 05/10/11 02/25/02 PVC Sewer Pipe, Ribbed PVC Sewer Pipe, Ribbed Polypropylene (PP) Sewer Pipe, Double Wall Polypropylene (PP) Sewer Pipe, Triple Wall Steel Reinforced Polyethylene Pipe Pipes/Rehab/CIPP Cured in Place Pipe Cured in Place Pipe Cured in Place Pipe Pipes/Rehab/Fold & Form 'Fold and Form Pipe Fold and Form Pipe Fold and Form Piro Fold and Form Par Fold and Form Pipe Pipe Enlargment System (Method) PIM System McConnell Systems TRS,Systems Pine Casing S )acers Steel hand Casing Spacers Stainless Steel Casing Spacer Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers Stainless Steel Casing Spacer Coatings Epoxy Lining System CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS UST Amcron Amitech USA US Composite Pipe Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Griffin Pipe Products, Co. American Ductile Iron Pipe Co. U.S. Pipe and Foundry Co. MoWane Cast Iron Pipe Co. Pipelife Jetstream Phillips Ddscopipe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipeline Systems Contech Construction Products, Inc. Uponor L•T1 Company Diamond Plastics Corporation Can -Tex, Industries Certain -Teed Products Corp Napco Manufacturing Corp J-M Manufacturing Company, Inc. Diamond Plastics Corporation Lamson Vylon Pipe Extrusion Technologies, Inc Diamond Plastics Corporation 1-M Manufacturing Company, Inc. Contech Construction Products, Inc Lamson V n Pipe Diamond Plastics ration Diamond Plastics Corporation Marco Plastic Trends, In.c Lamson Vylon Pile Extrusion Technologies, Inc. Uponor Eft Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) Con'rech Construction Products Insilufonn Tesark, Inc National Envirolrch Group Reynolds Inc/trainer Technolgy (Winer USA) Cullom Pipe Systems, Inc. Insiluform Technologies, Inc. American Pipe & Plastics, Inc. Ultralincr Miller Pipeline Corp. PIM Corporation McLat Construction Trenchless Replacement System Advanced Products and Systems, Inc. Advanced Products and Systems, Inc. Cascade Waterworks Manufacturing Pipeline Seal and Insulator Pipeline Seal and Insulator Powerscal Saucrciscn, Inc Eondstrand RPMP Pipe Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe Class Ill T&G, SPL Item #77 SPL Item #95-Manhole, 898- Pipe Super Bell -Tito Ductile Iron Pressure Pipe, American Fastile Pipe PVC Pressure Pipe Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement Contech A-2000 Sewer Pipe Ultra corn CORR 21 SDR-26 and SDR-35 "S" Gravity Sewer Pipe Contech PVC Truss Pipe Carlon Vylon H.C. Close Profile SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings Carson Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SaniTite HP Triple Wall Pipe Dunnasx National Liner, (SPL) Item 827 Winer Technology Insitufonn "NuPlpe" Uitralincr PVC Alloy Pipclincr EX Method Polyethylene Po)yehyle Polaj'�tIrt �lenc nc Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powcrchock SewerGard 210RS UPDATED: 2-29-2012 ASTM 133262/D3754 ASTM C33, A276, F477 ASTM C-76 ASTM C76 ASTM C 76 ASTM C 76 ASTM C76 AWWA C150, C151 AWWA CI50, CI51 AWWA C150, C151 AWWA C150, CI51 AWWA C900 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM F 949 ASTM F 949 ASTM F 949 ASTM D 3034 ASTM D 3034 ASTM D 3034, D 1784 ASTM D 3034 ASTM F 789, ASTM D 3034 ASTM F 789 ASTM D 3034 ASTM F 679 ASTM F 679 ASTM D 2680 ASTM F 794 ASTM 1803/F794 PS 46 ASTM F-679 ASTM 0-3034, D-1784, etc ASTM D 3034 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 ASTM F 1216 ASTM F-1216/13-5813 ASTM F1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 PIM Corp., Piscata Way, N.J. Houston, Texas Calgary, Canada LA County 8210-1.33 8" to 102", Class V 3" thm 24" 4",8"&10' 4" Ihm 12" 8" 8" 8' 8" lhru 36" 24" to 36" Only 24" to 36" only 4" Oro 12" 4" Mot 15" 4" & 8" 4" - 15" 4" thru 15" 4"lhru 15" l8" to 27" 18" - 27" 8° through 15" 1890 48" 18" to 48" 18" to 48" 4" - 15" l8" to48" 18"to48" 24"-30" 30" to 60' 24" to 72" Deno. Purpose Only Up to 18" diameter Approved Previously Approved Previously Approved Previously Up to 48" <I>c2> Up to 48" <l>e2> Up to 48" <I><2> Prepared 2/29/2012 Page 2 12/14/01 04/14/05 Epoxy Lining System Interior Ductile Iron Pipe Coaling PinesNaives Jc Fittings/Combination Air Release • EI-11 c ombinalion Air Release Valve E1-1 I Combination Air Release Valve E1-11 Combination Air Release Valve PioesNalves & Fittings/Ductile Iron Fittings 0723/92 E1-07 f E1-07 t EI-07 05/14/98 E1-07 08/10/98 EI-07 05/14/98 E1-07 11/09/04 E1-07 02/29/12 33-11-11 02/29/12 33-11-11 08/05/04 EI-07 10/12/10 08/16/06 E1-24 EI-07 Ductile Iron Fittings Ductile Iron Fittings Ductile Iron Fillings Ductile Iran Fittings M1 Fittings Ductile Iron Joint Restraints Ductile Iron Joint Restraints Ductile Iron Pipe Mechanical Joint Restraint PVC Pipe Mechanical Joint Restraint Mechanical Joint Retainer Glands Interior Restrained Joint System Mechanical Joint Fittings PiipesNalves & Fittings/Resilient Seated Gate Valve* Resilient Wedged Gate Valve w/no Gears 12/13/02 Resilient Wedge Gate Valve 08/31/99 Resilient Wedge Gate Valve 05/18/99 Resilient Wedge Gate Valve 10/24/00 E1-26 Resilient Wedge Gate Valve 08/05/04 Resilient Wedge Gate Valve 05/23/91 E1-26 Resilient Wedge Gate Valve 01/24/02 E1-26 Resilient Wedge Gate Valve Et-26 Resilient Seated Gate Valve • E1-26 Resilient Sealed Gate Valve • EI-26 Resilient Seated Gate Valve 11/08/99 Resilient Wedge Gate Valve 0123/03 Resilient Wedge Gate Valve 05/13/05 Resilient Wedge Gate Valve 01/31/06 Resilient Wedge Gate Valve 01/28/88 EI-26 Resilient Wedge Gate Valve 10/04/94 Resilient Wedge Gale Valve 11/08/99 EI-26 Resilient Wedge Gale Valve 44129/04 Note <3> 06/21/10 Resilient Wedge Gate Valve 05/08/91 EI-26 Resilient Seated Gate Valve • E1-26 Roilient Seated Gate Valve Pipes/Valves & Fittings/Rubber Seated Butterfly Valve El-30 Rubber Seated Butterfly Valve E1-30 Rubber Sealed Butterfly Valve 1/1 I/99 EI-30 Rubber Seated Butterfly Valve 06/12/03 E1-30 Valmatic American Butterfly Valve 04/06/07 EI-30 Rubber Seated Butterfly Valve Sampling Station 3/12/96 I Water Sampling Station Dry Barrel Fire Hjidrants 10/01/87 E-1-I `bryBarrelAre Hydrant 03/31/88 E-1-12 Dry Barrel Fife Hydrant 09/30/87 E-1-12 Dry Barrel Fire Ilydrant 01/12/93 E-1-12 Dry Barrel Fire Hydrant 08/24/88 E-1-12 Dry Barrel Fire Hydrant E-1-12 DryBar eel Fire Ilydmnt 09/24/87 B-I-12 Dry Bartel Fire Hydrant 10/1487 E-1-12 Dry Barrel Fire Hydrant 01/15/88 10/09/87 09/16/87 08/08/02 08/28/02 01/26/00 01/30/01 05/10/11 02/29/12 0229/12 El-12 Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant Wate fhpp)1 k9,9N0 EI-18A Plastic ivTeter Boxes Double Strape Saddle SST mg5addle Tappot addle Tapping -Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Coated Sleep 33-12-25 Tapping Sleeve (Stainless Steep CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST Rinker Mated Induron WATER GA Industries, Inc. Multiplex Manufacturing Co. Valve and Primer Corp. Star Pipe Products, Inc. Griffin Pipe Products, Co. McWanr/Tyler Pipe/ Union Utilities Division Uni-Flange Sigma, Co. Ford Meter Box Co. One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. S & B Techncial Products SIP Industries American Flow Control American Flow Control American Flow Control American Flow Control American Flow Control American Flow Control American AVK Company American AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. Henry Pratt Co. Mueller Co. Dezurik Valves Co. Valmatic Valve and Manufacturing Corp. M&II Valve Water Plus American-Darli nkV alive American Darlinp,V alve Clow Coj ,Bolton American AVK Co'npany Clow Corption ITr KennedyoraValve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company East Jordan Iron Works, Inc. Smith Blair JCM Industries, Inc. JCM Industries, Inc. Poxerseal Rornac Romac Protecto 401 UPDATED: 2-29-2012 ASTM B-117 Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A Crispin Air and Vacuum Valves, Model No. APCO # 143C, # 145C and # 147C Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Series 1500 Circle Lock Pipe Restraints Class 350 C-I53 MJ Fittings Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Elting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok Mechanical Joint Restrainer Bulldog System ( Diamond Lok 21 & JM Eagle Loc 900) Mechanical Joint Fittings Series 2500 Drawing # 94-20247 Series 2530 and Series 2536 Series 2520 & 2524 (SD 94-20255) Series 2516 SD 94-20247) Series 2500 42" and 48" AFC 2500 American AVK Resilient Seadcd GV Series A2361 (SD 6647) Series A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow Valve Model 2638 Mevesea] 250, requirements SPL #74 Valmatic American Butterfly Valve. M&H Style 4500 & 1450 B20 Water Sampling Station AWWA C153 & CI 10 AWWAC 110 AWWAC 153,C 110,C III AWWA C153 AW WACI I l/C153 AWWACIII/C116/C153 AWWA CI11/C116/C153 AWWA CIII/C116/C153 AWWA Cll 1/C153 ASTM F-1624 AWWA C153 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA CSl5 AWWA C515 AWWA C515 AWWAC 509, ANSI420 -seen, ASTM AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 Drawl Vos. 90-18608, 94-18560 AWWAC-502 Shop Drawing No. 94-18791 AWWAC-502 Shop Drawing No. D-19895 AWWA C-502 Model 2700 AWWA C-502 Drawings D20435, D20436, 820506 AWWA C-502 Shoo Drawing‘No. D-80783F\V AWWA C-502 Slop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 A-423 Centurion AWWA C-502 Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 Shoee Drawing No. 960250 AWWA C-502 Shopbawing No. SK740803 AWWA C-502 Meter Box (Plastic) w/ CI lid #317 Coated Double Strap Saddle #406 Double Band SS Saddle #405 Coated Taming Saddle 3490AS (Flange) & 7490MJ ITS 240 AWWA C-223 SST Stainless Steel AWWA C-223 Ductile Iron Pipe Only 1"&2" 12", i" & 2" 1",2"&3" 4" to 12" 4" to 12" 4" to 42" 4" to 24" 4" to 24" 4" to 12" 4" to 24" 16" 30" and 36' 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12' 20' and smaller 4' - 12" 4' - 12" 4' -12" 16" 24" and smaller 30' and 36" 42" and 48" 16' 24" and smaller 30'-end-36"- 30" to 48" 4" - 12' 3" to 16" 24" 24' 24" and larger Up to 84" diameter 24" to 48" Class A, B, C l" to 12' taps 1" to 12" tagqs 4"-8" and l6" I U p to 42" w/24" Out Up to 24" w/212" Out 1 Prepared 2/29/2012 Page 3 0229/12 33-12-25 05/10/11 lmni T�,,gRinR�gSleeClveam(Stainlcsp SlSteel)qa 08/28/06 Plastic Meter Box w CI Lid 08/30/06 Plastic Meter Box w/ Plastic Lid 05/12/05 05/12/05 05/12/05 Polyethylene Encasement 11-B Polyethylene Eneasment EI-13 Polyethylene Encasnrent EI-13 Polyethylene Eneasment Meters 02/05/93 1 E101-5 Detector Check Meter 08/05/04 1 Magnetic Drive Vertical Turbine NOTES <1> Q> <3> From Original Standard Products List Cartier Pip, I.D. Above 48CApprvoed on case by case basis Product Suspended 1-5-2-12 CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST Rome SST 111 Stainless Steel Powerseal 3232 Bell Joint Repair Clamp ACCUCAST Class "A" Plastic Box w/ Cl Lid DFW Plastics Inc. Class"A" Plastic Box w/ Plastic Lid Flcxsol Packaging Mountain States Plastics (MSP) and AEP Ind. AEP Industries Fulton EnterrvQ(ises Standard Ilardwarc Bullstrong by Cowtawn Bolt & Gasket Ames Company 1 Model 1000 Detector Check Valve Hersey 1 Magnetic Drive Vertical UPDATED: 2-29-2012 AWWA C-223 AWWA C105 AWWA C105 AWWA C105 AWWA C550 AW WA C701, Class t Up to 30" w212" 0 4" to 30" Class "A" Class "A" 8 mil LLD 8 mil LLD 8 mil LLD 4" - 10" 3/4" - 6" r ne von worm rater ueparttnent s'aranoaro rrouucts ust nas ocen oevempea to minimize me uonuttar review or protium wmcn meet me ran worm water snpanment s aranaara opecmcaaons aunng tunny construction projects. wnen tecnmcat Specifications for specific products, are included as part of the Construction Contract Documents the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifictions and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or nor the specific product meets the Fort Worth Water Department's Standard Specifications orison the Fort Worth Water Department's Standard Products List. Prepared 2/29/2012 Page 4 K - Keller Independent School District Senate Bill 9 - Contractor Attestation Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Northside II 48-Inch Water Main, Phase I Part 1 City Project No. 02082 KELLER INDEPENDENT SCHOOL DISTRICT Senate Bill 9 CONTRACTOR ATTESTATION FORM I, , an authorized representative of an entity that contracts with the district, school, or shared services arrangement to provide services, do hereby attest that my response to the following statement is true, complete, and accurate to the best of my belief. All new employees or applicants, effective January 1, 2008, who have or will have duties related to the contracted services; and the duties are or will be performed on school property or at another location where students are regularly present have submitted to a national criminal history record information review and investigation under the requirements of Senate Bill 9 and KISD employment guidelines (Appendix A). 1 understand that all persons to whom this section applies must submit to a national criminal history record information review and investigation. If the fact that false information has been furnished or that there has been suppression of any factual information in the attestation form comes to notice at any time during the service of a contractor, the services would be liable to be terminated. By signing this Attestation, (1) you certify that you have read this Attestation and applied a valid, legal signature; (2) you agree to be governed by all of the terms of this Attestation. Authorized Signature Contracting Company Name: Address: Phone: Title Date Appendix A Keller Independent School District CRIMINAL BACKGROUND HIRING GUIDELINES The Keller ISD will not accept contractors or contractor employees whose characteristics do not meet the District's expectations. The following list is not intended to be all-inclusive; it is however representative of the kinds of conduct and incidents which indicate unacceptable characteristics of contractors with KISD. • DWI under three years old. • Two or more DWI convictions. • Murder. • Simple assault. • Assault with a deadly weapon. • Sexual assault. • Assault -Injury to a family member. • Assault -Injury to a child. • Public Lewdness. • Illegal firearm possession. • Indecent exposure. • Possession of child pornography. • Rape. • Any drug / controlled substance conviction. • Other characteristics deemed unacceptable at the discretion of Keller ISD The Keller Independent School District does not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, disability, military status, or on any other basis prohibited by law. Employment decisions will be made on the basis of each applicant's qualifications, experience and abilities.