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Contract 44218 (2)
err( SERUM 1,1 FORT WORTH 'S,BOIVDING CO PROJECT MANUAL CONSTTILIVION'S COPY FOR THE CONSTRUCTION OF dJENT OtOARTMENT East Rosedale Street US 287 to Miller Avenue City Project No. 00142 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works Department November 2012 r-� NICHOLS OFFICIAL RECORD CITY SECRETARY rr. WOI f H, TX RECEIVED FEB 2 9 20i3 PROJECT MANUAL FOR THE CONSTRUCTION OF East Rosedale Street US 287 to Miller Avenue City Project No. 00142 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works Department November 2012 FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 000000-1 TABLE OF CONTENTS 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form. 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 DJ 1 5 Minority and Women Business Enterprise Goal 19 00 45 40 Minority Business Enterprise Goal 20 00-45-41 Foxa Business Enterprise Goal 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01- General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 32 33 Preconstruction Video 36 01 33 00 Submittals 37 01 35 13 Special Project Procedures 38 01 45 23 Testing and Inspection Services 39 01 50 00 Temporary Facilities and Controls 40 01 55 26 Street Use Permit and Modifications to Traffic Control 41 01 57 13 Storm Water Pollution Prevention Plan 42 01 58 13 Temporary Project Signage 43 01 60 00 Product Requirements 44 01 66 00 Product Storage and Handling Requirements 45 01 70 00 Mobilization and Remobilization 46 01 71 23 Construction Staking 47 01 74 23 Cleaning 48 01 77 19 Closeout Requirements 49 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 Page 1 of 4 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 000000-3 TABLE OF CONTENTS 1 32 14 16 Brick Unit Paving 2 32 16 13 Concrete Curb and Gutters and Valley Gutters 3 32 17 23 Pavement Markings 4 32 31 13 Chain Link Fences and Gates 5 32 31 29 Wood Fences and Gates 6 32 32 13 Cast -in -Place Concrete Retaining Walls 7 32 91 19 Topsoil Placement and Finishing of Parkways 8 32 92 13 Hydro -Mulching, Seeding, and Sodding 9 32 93 43 Trees and Shrubs 10 11 Division 33 Utilities 12 33 01 30 Sewer and Manhole Testing 13 33 01 31 Closed Circuit Television (CCTV) Inspection 14 33 03 10 Bypass Pumping of Existing Sewer Systems 15 33 04 30 Temporary Water Services 16 33 04 40 Cleaning and Acceptance Testing of Water Mains 17 33 05 10 Utility Trench Excavation, Embedment, and Backfill 18 33 05 13 Frame, Cover and Grade Rings 19 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 20 33 05 16 Concrete Water Vaults 21 33 05 17 Concrete Collars 22 33 05 20 Auger Boring 23 33 05 22 Steel Casing Pipe 24 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 25 33 11 10 Ductile Iron Pipe 26 33 11 11 Ductile Iron Fittings 27 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 28 33 12 10 Water Services 1-inch to 2-inch 29 33 12 20 Resilient Seated Gate Valve 30 33 12 25 Connection to Existing Water Mains 31 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 32 33 12 40 Fire Hydrants 33 33 12 50 Water Sample Stations 34 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 35 33 31 50 Sanitary Sewer Service Connections and Service Line 36 33 39 10 Cast -in -Place Concrete Manholes 37 33 39 20 Precast Concrete Manholes 38 33 39 60 Epoxy Liners for Sanitary Sewer Structures 39 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 40 33 46 00 Sub drainage 41 33 49 10 Cast -in -Place Manholes and Junction Boxes 42 33 49 20 Curb and Drop Inlets 43 33 49 40 Storm Drainage Headwalls and Wingwalls 44 45 Division 34 - Transportation 46 34 41 10 Traffic Signals 47 34 41 13 Removing Traffic Signals 48 34 41 20 Roadway Illumination Assemblies 49 34 41 30 Aluminum Signs 50 34 71 13 Traffic Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 Page 3 of 4 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Division 00 General Conditions M&C Review Page 1 of 4 Official site of the City of Fort Worth, Texas FORT WORTII COUNCIL ACTION: Approved on 2/12/2013 - Ordinance Nos. 20617-02-2013 & 20618-02-2013 DATE: 2/12/2013 CODE: C SUBJECT: Authorize Execution of a Contract with Jackson Construction, Ltd, in the Amount of $16,589,133.65 for the Construction of East Rosedale Street from Miller Avenue to U.S. Highway 287, Authorize Additional Expenditure for Project Costs and Contingencies for a Project Total of $18,643,832.63 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 8) REFERENCE NO.: C-26098 TYPE: LOG NAME: 20ROSE NON -CONSENT PUBLIC HEARING: NO RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $2,965,620.00 from the Water and Sewer Fund in the amounts of $2,344,405.00 to the Water Capital Project and $621,215.00 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $2,344,405.00 and the Sewer Capital Projects Fund in the amount of $621,215.00, from available funds; and 3. Authorize execution of a contract with Jackson Construction, Ltd, in the amount of $16,589,133.65 for the construction of East Rosedale Street from Miller Avenue to U.S. Highway 287. DISCUSSION: The 2000 Critical Capital Program and the 2004 Bond Program included funds for the reconstruction of Rosedale Street from Miller Avenue to U.S. Highway 287 as a four -lane undivided arterial road with sidewalks and pedestrian/landscaping improvements as well as relocation and rehabilitation of water and sanitary sewer utilities. This project also includes additional streetscape improvements along the Polytechnic/Wesleyan Urban Village adjacent to Texas Wesleyan University. This project is funded as follows: http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/13/2013 M&C Review Page 2 of 4 Funding Source 2000 Certificate of Obligation 2004 CIP Bond Funds Water Capital Projects Fund Sewer Capital Projects Fund Stormwater Capital Projects Fund North Central Texas Council of Governments (NCTCOG) Tarrant County Total Anticipated Expenditures Construction Contract Construction Services Contingencies Total Amount $860,600.00 $3,922,588.88 $2,344,405.00 $621,215.00 $1,026,023.75 $1,500,000.00 $8.369.000.00 $18,643,832.63 $16,589,133.65 $1,557,024.97 $497,674.01 $18,643,832.63 The project was advertised in the Fort Worth Star-Telearam November 8, 2012 and November 15, 2012 and the following bids were opened on December 6, 2012: Bid Amount 'Jackson Construction, Ltd. $16,589,133.65 I (McMahon Contracting $17,358,479.73 IS.J. Louis Construction Texas, Ltd. $17,414,327.40 Jackson Construction, Ltd. is in compliance with the City's BDE Ordinance by committing to 12 percent MBE participation on this combined project. The City's MBE goal on this combined project is 12 percent. This estimated impact on the Parks and Community Services Department annual operating budget is $6,020.00: $2,000.00 for Streetscape Maintenance and $4,020.00 for City Forestry Tree Maintenance. On September 18, 2012, (M&C C-25857) the City Council authorized the execution of a funding Agreement for a Streetscape Sustainable Development Project and the acceptance of a reimbursement grant in the amount of $1,500,000.00 from the North Central Texas Council of Governments (NCTCOG) and the Texas Department of Transportation. On September 25, 2012, (M&C's C-25881 and C-25866) the City Council authorized the execution of two Interlocal Agreements with Tarrant County in the respective amounts of $7,994,000.00 for the http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/13/2013 M&C Review Page 3 of 4 County's participation in the reconstruction of East Rosedale Street from U.S. 287 to West of Miller Street and $375,000.00 for the County's participation in the construction of streetscape improvement along East Rosedale Street from Nashville to Collard Street. This project is located in COUNCIL DISTRICT 8. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budgets, as appropriated, of the Street Improvement Fund, the Critical Capital Projects Fund, the Stormwater Capital Projects Bond Fund and the Grants Capital Projects Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, and the Sewer Capital Projects Fund. TO Fund/Account/Centers 21 P253 531200 605170014283 2.1 P253 541200 205170014284 21 P253 531350 605170014284 21 P253 531350 605170014285 al P253 511010 605170014292 21 P253 511010 605170014293 21 P253 531350 205170014294 al P258 531350 705170014252 21 P258 531200 705170014284 21 P258 531350 705170014284 21 P258 531350 705170014285 21 P258 531350 705170014291 21 P258 511010 705170014292 21 P258 511010 705170014293 21 P258 541200 705170014283 21 P258 531350 705170014294 1 &2) P253 476045 6051700142ZZ 1 &2) P258 476045 7051700142ZZ 21 P253 531350 605170014252 $2,214,405.00 $15.000.00 $10,000.00 $70,000.00 $5.000.00 $5.000.00 $5.000.00 $6.000.00 $7.000.00 $2.000.00 $13.000.00 $500.00 $500.00 $500.00 $591.215.00 $500.00 $2.344.405.00 $621,215.00 $15.000.00 FROM Fund/Account/Centers 1)P E45 538040 0609020 11PE45 538040 0709020 31 P253 541200 605170014283 31 P258 541200 705170014283 1 C116 541200 020116021222 1. P227 541200 205280014283 I. GR74 541200 020302597830 1. C200 541200 205230014283 1 GR74 541600 006302597830 1 GR74 522030 006302597830 $2.344.405.00 $621,215.00 $2.149.404.50 $573.715.00 $860,600.00 $946.625.00 $375.000.00 $10.183.789.15 $1.355.746.00 $144.254.00 http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/13/2013 M&C Review Page 4 of 4 P253 531350 605170014291 $5.000.00 Submitted for City Manager's Office bv: Fernando Costa (6122) Originating Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Dena Johnson (7866) ATTACHMENTS 20ROSE P253 A013.doc 20ROSE P258 A013.doc Rosedale Mao - Attachment E.odf http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/13/2013 1 2 3 4 5 6 7 9 SECTION 00 0515 ADDENDUM No. 1 East Rosedale Street US 287 to Miller Avenue City Project No. 00142 Addendum No. 1 Issue Date: December 4, 2012 Bid Receipt Date: December 6, 2012 000515-1 Addendum 1 Page 1 of 13 *OF re `f: Ci _ ► HRIS B.BOSCO .o s 93679 10 This addendum forms part of the Contract Documents referenced above and modifies the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Summary of Pre -Bid Meeting and Contractor Questions. 16 An optional pre -bid meeting was held at 5001 James Ave on November 27, 2012 at 10:00 17 PM. A sign -in sheet of those in attendance is attached. The City described the overall 18 intent of the project and questions were fielded. A paraphrased summary of questions is 19 provided below: 20 Q: Can the bid date be moved? A day? 21 A: No. 22 Q: Specific working hours. Since this is an arterial can the contractor only work 9 23 AM — 4 PM? Can working hours be extended or add working days to the schedule? 24 A: Confirmed with City Traffic Engineer, Randy Burkett, that 7 AM to 7 PM working 25 hours are approved for Rosedale. Contractor shall be in accordance with city noise 26 ordinance when working in residential areas. 27 Q: What is the schedule for the utilities to be cleared? 28 A: Everything east of Campbell will be cleared by mid July. Refer to Instruction to 29 Bidders page 9 of 10 Item 18 for more detail. 30 31 32 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-2 Addendum 1 Page 2 of 14 1 Q: What is the process/deliverable for cleaning the existing bricks? 2 3 A: The contractor shall salvage as much brick as possible along the project while working 4 with the city inspector determining what brick is salvageable and what is to be removed. 5 Most bricks have been overlaid on and will need to be cleaned of any asphalt and other 6 materials. The contractor will need to provide his own space on site or off site to store 7 bricks and clean them. All full intact, clean bricks are to be stacked on pallets, shrink 8 wrapped and delivered to the city at 3100 Yuma Drive, Fort Worth. The contractor will 9 need to coordinate with the inspector on delivery so the gate is open. 10 Q: What is Texas Wesleyan Graduation and do we need to schedule around that? 11 A: TWU graduation is May 11 but held off campus. There is a graduation ceremony 12 Friday May 10 but the school was already planning on telling attendants to take Vickery 13 to the school. Texas Wesleyan has no problem with construction happening on these 14 days. 15 16 17 Q: Are the drainage structures with the tiles at the SE corner of Vaughn and Rosedale going to remain after this project? A: Yes, they will remain. 18 Q: Looks like temporary asphalt will be needed in order to construct the storm 19 drain, especially at intersections. Will that be added as a bid item? 20 A: Yes. 21 Q: The temporary asphalt called out for the water and sewer isn't thick enough. 22 This will probably fail on this type of road? 23 A: The Temp Asphalt Pav Repair bid item for this project will be changed to be a 6" 24 HMAC asphalt section. 25 Q: Imported backfill wasn't included in the bid items for the water, will that be 26 added? 27 A: Yes. 28 Q: How will the sewer service connections East of Ayers be constructed? 29 A: The intent was to bore any sewer services crossing new pavement per the bid item. 30 Between Ayers and Miller the construction phasing could be modified to construct the 31 South side first. 32 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 1 Q: Will the city be doing the staking? 2 3 4 000515-3 Addendum 1 Page 3 of 14 A: City surveyor will be doing the construction staking and will need 48 hour notice prior to staking. Q: What are the brick limits? 5 A: Refer to the geotechnical report in the specifications. 6 Q: There is a discrepancy between the plans and bid item on the 3" conduit, please 7 clarify which one to use. 8 A: We will use 3" HDPE orange conduit for the fiber optic. 9 Q: Standard Communication Box depth is a little excessive, indicated as 42" in the 10 plans. 11 A: Standard Communication Box dimensions will be 24"x36"x24". 12 Q: There is a communication box with a dimension of 48"x48"x42". There are 13 depths of 36" and 45". 14 A: We will use the 48"x48"x36" communication box. 15 Q: Why is there a constriction on the bridge with a 2" conduit? 16 A: We will use a 3" conduit on the bridge. 17 Q: Does the section in the TxDOT ROW need to be per TxDOT spec or are we going 18 to build that section per plan? 19 A: Yes all construction within state right of way will require compliance to txdot standard 20 specifications, standard plans, and texas manual on uniform traffic control devices. 21 Q: What is the distance requirement for placing a temporary batch plant in the city 22 of Fort Worth? 23 A: See the guidelines in Fort Worth Zoning ordinance 5.401 Batch Plant, Asphalt or 24 Concrete (Temporary). 25 Q: During paving operations can we close one lane and flag around? 26 A: Yes, contractor can close to one lane and flag for distance less than one block, during 27 9 AM to 4 PM. 28 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 1 2 3 4 5 6 7 000515-4 Addendum 1 Page 4 of 14 Q: Bridge layout shows pipeline easements running under proposed bridge, are there active pipelines in these easements? A: Yes, both are active. The gas line to the west is Energy Transfer and the one to the east is Chesapeake. Q: How is sidewalk on bridge slab and approach slab paid? A: Sidewalk on bridge slab is included in Bid Item V-9 "Reinf Conc Slab". Sidewalk on approach slab is included in Bid Item V-8 "CL S Conc (Appr Slab)". 8 Q: Sheet 286, Embedment for Storm Drain Pipe and Box Culvert doesn't match the 9 city details, are we still following city details for pipe embedment? 10 A: Yes, please see revised sheet 286, attached in addendum. 11 Q: What type of backfill is shown in the Box Culvert pipe zone? 12 A: Please see the revised sheet 286, attached in addendum. 13 Q: Can water, sanitary sewer, storm drain be backfilled with native material about 14 the pipe zone? 15 A: Backfill above the pipe zone must follow city specification 33 05 10. 16 Q: Can city develop a unit price for "crushed rock" if required for pipe 17 embedment? 18 A: Please see items I-39B — I-39E and items II-23B — II-23D. 19 Q: Who will be supplying the traffic signal poles and cabinet boxes? 20 A: City will provide contractor the following items and contractor will need to pick up 21 from city storage facility: controller and cabinet, signal poles and mast arms (special 22 coating included) and opticom. Contractor to provide radar equipment (wavetronix — 23 matrix) and signal heads. 24 Q: Bid Item calls for schedule 40 PVC for the illumination but the plans call out 25 schedule 80, please clarify? 26 A: We will used schedule 40 PVC for the illumination conduit on this project. 27 Q: Rebar for the sidewalk is called out on sheet 138 as #4 bars while the spec calls 28 out #3 bars, please clarify. 29 A: Rebar in the sidewalk will be #3 bars @18" OC for this project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-5 Addendum 1 Page 5of14 1 Q: Where is driveway detail sheet? 2 A: Driveway detail sheet is added as sheet 137A, attached to addendum. 3 Q: What are the lengths of the monotube signs? 4 A: Monotube signs will not be used on this project now. Traffic signal pole and mast 5 arm will be used for roundabout overhead signage. Mast arm lengths will be 4-28' and 2- 6 26'. Pole and mast arm to be black powder coated. Roundabout signage to be installed 7 on the mast arm will be included with the price of the mast aiin and pole. Refer to sheets 8 145 & 149 for the signs to be included on the mast arm pole. City to provide mast arms 9 and poles powder coated black. 10 Q: The boring logs don't show a deep enough depth to determine the foundation for 11 the monotube signs. This should be a LF unit of measure and paid on installed 12 depth? 13 A; Bid Item III-130 is now Type 3 Signal Foundation. 14 Q: Is there a specified Tree Grate? 15 A: We will be using the Barry Pattern & Foundry, BarryCraft Expandable 48" x 48" Tree 16 Grate with Frame Model B-TG726. 17 2. Modification to Bid Proposal: 18 19 20 21 a. Modify previous proposal to match current attached proposal and please note the following changes. b. Add Item I-34B "4' Wide Asphalt Pvint Repair, Arterial" at a quantity of 40 LF 22 c. Add Item I-39B "Imported EmbedmentBackfill, CLSM" at a quantity of 23 50 CY at a pre -bid price of $70.00 24 25 d. Add Item I-39C "Imported EmbedmentBackfill, Crushed Rock" at a quantity of 50 CY at a pre -bid price of $15.00 26 e. Add Item I-39D "Imported EmbedmentBackfill, Acceptable Backfill" at 27 a quantity of 50 CY at a pre -bid price of $15.00 28 29 30 31 f. Add Item I-39E "Imported EmbedmentBackfill, Select Fill" at a quantity of 50 CY at a pre -bid price of $15.00 g. Change Item II-1 "8" Sewer Pipe" from a quantity of 2,000 LF to 2,290 LF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 1 2 3 4 5 6 7 8 9 10 000515-6 Addendum 1 Page 6of14 h. Change Item II-2 "8" DIP Sewer Pipe" from a quantity of 1,910 LF to 690 LF i. Add Item II-2B "8" DIP Sewer Pipe, CLSM Backfill" at a quantity of 1170 LF j. Change Item 11-12 "Imported EmbedmentBackfill, CLSM" from a quantity of 190 CY to 50 CY at a pre -bid price of $70.00 k. Add Item II-19B "4' Wide Asphalt Pvmt Repair, Arterial" at a quantity of 70 LF 1. Add Item II-23B "Imported Embedment/Backfill, Crushed Rock" at a quantity of 50 CY at a pre -bid price of $15.00 11 m. Add Item II-23C "Imported Embedment/Backfill, Acceptable Backfill" at 12 a quantity of 50 CY at a pre -bid price of $15.00 13 n. Add Item 11-23DE "Imported Embedment/Backfill, Select Fill" at a 14 quantity of 50 CY at a pre -bid price of $15.00 15 o. Change Item 11-26 "Remove 4' Sewer Manhole" from a quantity of 8 EA 16 to 12 EA 17 p. Add Item II-26B "Abandon 4' Sewer Manhole" at a quantity of 3 EA 18 19 20 21 q. Change Item III-25 "Unclassified Excavation" from 9350 CY to 13690 CY r. Add Item III-27B "Temporary Asphalt Paving Repair" at a quantity of 850 LF 22 s. Add Item III-39B "Remove and Relocate Light" at a quantity of 1 EA. 23 This item includes removal and relocation of the light at STA 116+80 24 from its current location to inside the proposed fence of the property on 25 the SE corner of the Mitchell Roundabout. 26 t. Change Item III-40 "Miscellaneous Construction Force Account" to a 27 pre -bid item at a price of $1.00 per EA 28 u. Change Item III-41 "Miscellaneous Utility Force Account" to a pre -bid 29 item at a price of $1.00 per EA 30 v. Change Item 111-46 "6" HMAC Transition (Side Streets)" from a quantity 31 of 1280 LF to 1760 LF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 1 2 3 4 5 6 7 8 9 000515-7 Addendum 1 Page 7 of 14 w. Change Item III-49 "4" Conc Sidewalk" from a quantity of 89200 SF to 91390 SF x. Change Item III-54 "6" Concrete Curb (Inside Edge of Truck Apron)" from a quantity of 340 LF to 700 LF y. Change Item III-60 "6' Type M-3 Ramp" from a quantity of 1 EA to 2 EA z. Change Item III-62 "6' Type U-1 Ramp" from a quantity of 3 EA to 9 EA aa. Change Item III-67 "18" RCP, Class III" from a quantity of 420 LF to 500 LF 10 bb. Add Item III-73B "Concrete Wye Connections" at a quantity of 20 EA. 11 Refer to Detail 2 on sheet 274. Bid Item for pipe connection to existing 12 system. 13 14 15 cc. Change Item III-76 "5' Storm Junction Box" from a quantity of 5 EA to 6 EA dd. Add Item III-77B "10' Curb Inlet" at a quantity of 3 EA 16 ee. Add Item III-83B "15' Type II Inlet" at a quantity of 3 EA 17 18 ff. Change Item III-127 " 18" SLD Pvmt Marking HAE (W)" from a quantity of 1,050 LF to a quantity of 1,210 LF. 19 gg. Change Item III-129 " Monotube Sign Structure (Roundabout Overhead 20 sign) (Black)" to "Furnish/Install mast arm 16'-36"' at a quantity of 6 EA. 21 Bid Item to include roundabout signage. Contractor shall follow signal 22 detail sheets provided in the plans. City to provide mast arm and pole 23 powder coated black. 24 hh. Change Item III-130 "Monotube Sign Foundation" to "TY 3 Signal 25 Foundation" at a quantity of 6 EA. Contractor shall follow signal detail 26 sheets provided in the plans. 27 28 ii. Change Item III-139 " 2" CONDT PVC SCH 40 (T) (Entire Project)" from a quantity of 27,200 LF to 30,670 LF. 29 jj. Change Item III-144 "2" CONDT RM (Including hardware to hang under 30 Bridge)" to "3" CONDT RM (Including hardware to hang under 31 Bridge)" at the same quantity of 240 LF 32 33 kk. Change Item III-147 "Ornamental Grass (#2 Class)" to "Ornamental Grass (#3 Class)" at the same quantity of 3920 SF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-8 Addendum 1 Page 8 of 14 1 11. Add Item III-155B "Remove TWU Fence and Salvage to TWU" at a 2 quantity of 135 LF. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 mm. Change Item IV-3 "6' Type M-1 Ramp" from a quantity of 5 EA to 6 EA nn. Change Item IV-5 "6' Type U-1 Ramp" from a quantity of 12 EA to 13 EA oo. Change Item IV-6 "Stamped and Stained Concrete Crosswalks" from a quantity of 8700 SF to 9300 SF pp. Change Item IV-12 "4'x4' Tree Grate" from a quantity of 30 EA to 40 EA qq. Change Item IV-14 "Cast in Place Seat Wall (including Seat wall columns)" from a quantity of 500 LF to 520 LF rr. Add Item IV-15B "Tree Aeration Pipe under 10' Sidewalk" at a quantity of 1 LS. Refer to sheets 408 & 409 for details. ss. Add Item IV-15C "Crushed Stone Base under 10' Sidewalk" at a quantity of 1 LS. Refer to detail 4 on sheet 424 for details. 17 tt. Add Item IV-15D "Reconstruction of TWU Feature @ NE Corner of 18 Wesleyan and Rosedale" at a quantity of 1 LS. See revised sheet 415, 19 attached in the addendum. 20 21 22 23 uu. Change Item IV-44 "Ornamental Assembly Type A14/20 Simple (Black)" from a quantity of 64 EA to 51 EA vv. Add Item IV-44B "Ornamental Assembly Type Al1/20 Simple (Black)" at a quantity of 15 EA. 24 ww. Change Item IV-46 "Rdwy Ilium Foundation TY 5 (Pedestrian)" from a 25 26 3. Modification to Specifications: 27 28 quantity of 64 EA to 66 EA a. Add Specification Section 02 41 14, Utility Removal/Abandonment, attached to this addendum. 29 4. Modification to Plans: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-9 Addendum 1 Page 9 of 14 1 a. Revise Sheet 12, "General Notes", Add the following notes 2 "26. All side streets to have a 6" thick HMAC transition 10' in length, 3 full width of the road . 4 27. Contractor cannot use Sycamore Ballpark parking lot, located north 5 of proposed Mitchell Roundabout for parking, staging or any other use". 6 28. Contractor to keep full access to same Sycamore Ballpark parking lot 7 for all park events. Contractor can close access to park to work on 8 entrance at end of sports season in August. Contractor to verify date." 9 b. Revise Sheet 56, "S Ayers Ave Roundabout Phase 1", add following note, 10 "Contractor to make use of existing wood strain poles and span wire 11 supports of existing signal heads and modify heads as needed to control 12 traffic during this Phase. Adjust stop lines as appropriate for signal head 13 locations according to guidelines in the Texas MUTCD." 14 c. Revise Sheet 57, "S Ayers Ave Roundabout Phase 2A," add following 15 note, "Contractor to install and operate temporary traffic signal to control 16 traffic on all four legs of the intersection during this Phase. Adjust stop 17 lines as appropriate for signal head locations according to guidelines in 18 the Texas MUTCD." 19 d. Revise Sheet 58, "S Ayers Ave Roundabout Phase 2B," add following 20 note, "Contractor to install and operate temporary traffic signal to control 21 traffic on the three legs at the northwest quadrant of the intersection 22 during this Phase. Adjust stop lines as appropriate for signal head 23 locations according to guidelines in the Texas MUTCD." CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515 -10 Addendum 1 Page 10 of 14 1 e. Revise Sheet 59A, "Traffic Control Plan Beach Street Intersection Detail 2 Phase 1", change Step 1 and Step 2 to read as the following 3 "Step 1: 4 l.Install temporary wood signal pole and span wire across west leg of E. 5 Rosedale and install 3-section signal head over the one westbound lane of 6 E. Rosedale. Connect to existing controller. Bag head until ready for use. 7 2. Shift Southbound traffic to east side of roadway. Retain WB pedestal 8 mounted 5-head signal as second signal head for westbound movement 9 during Phase 1. Unbag head on span wire. Bag heads on existing WB 10 traffic signal mast arm and pole. Note: also retain EB pedestal mounted 5- 11 sectoin head for use in Phase 2. 12 3. Construct west side of intersection. Bag new signal heads until ready 13 for use. 14 4. EB and WB left turns to be permitted only.Maintain access to cross 15 walks to extent possible. 16 5. Close cross walks as needed using signage and bagging appropriate 17 pedestrian heads. 18 19 Step 2: 20 1. Shift southbound traffic to west side of roadway. 21 2. Shift northbound traffic to east side of roadway. 22 3. Construct center of intersection. 23 4. Continue to use temporary signal on span wire to control WB 24 movement. 25 5. Use the outer signal head of new signal pole to replace use of WB 26 pedestal mounted head." CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-11 Addendum 1 Page 11 of 14 1 f. Revise Sheet 59B, "Traffic Control Plan Beach Street Intersection Detail 2 Phase 2", change Step 1 and Step 2 to read as the following 3 4 "Step 1: 5 1.Install temporary wood signal pole and span wire across east leg of E. 6 Rosedale and install 3-section signal head over the one eastbound lane of 7 E. Rosedale. Connect to existing controller. Bag head until ready for use. 8 2.Shift northbound traffic to west side of roadway. Retain EB pedestal 9 mounted 5-head signal as second signal head for eastbound movement 10 during Phase 1. Unbag head on span wire. Bag heads on existing EB 11 traffic signal mast arm and pole. 12 3.Construct east side of intersection. Bag new signal heads until ready 13 for use. 14 4.WB and EB left turns to be permitted only. 15 5.Maintain access to cross walks to extent possible. Close cross walks as 16 needed using signage and bagging appropriate pedestrian heads. 17 18 Step 2: 19 1. Shift southbound traffic to west side of roadway. 20 2. Shift northbound traffic to east side of roadway. 21 3. Construct center of intersection. 22 4. Continue to use temporary signal on span wire to control EB 23 movement. 24 5. Use the outer signal head of new signal pole to replace use of EB 25 pedestal mounted head." 26 g. Add Sheet 128A, "Concrete Steps", attached to this addendum. 27 h. Add Sheet 136A, "FTW M Ramps Details", attached to this addendum. 28 i. Add Sheet 137A, "FTW Driveway Details", attached to this addendum. 29 30 31 32 j. Add Sheet 288A, "CH-PW-0", for 24" Headwall near outfall of SD -Al, attached to this addendum. k. Replace Sheet 286, "Embedment detail for Storm Drain and Box Culvert", attached to this addendum. 33 1. Revise Sheet 74, "Paving Plan and Profile STA 131+50 to STA 136+00", 34 pedestrian ramp on NE, NW and SE comer of Rosedale and Conner are 35 Type U-1 Ramps. Pedestrian ramp on south side of Rosedale at STA 36 136+00 is Type M-2 Ramp. 37 m. Revise Sheet 77, "Paving Plan and Profile STA 145+00 to STA 149+50", 38 pedestrian ramp on NE, NW and SW corner of Rosedale and Thrall are 39 Type U-1 Ramps and curb radii to be 15'. Pedestrian ramps on SE of 40 Rosedale and Thrall are two Type M-1 Ramps and curb radius to be 25'. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-12 Addendum 1 Page 12 of 14 1 n. Revise Sheet 78, "Paving Plan and Profile STA 158+50 to STA 163+00", 2 pedestrian ramp on NE and NW corner of Rosedale and Binkley are Type 3 M-1 Ramps. Pedestrian ramps on SE and SW corner of Rosedale and 4 Binkley are two Type U-1 Ramps. 5 0. Revise Sheet 79, "Paving Plan and Profile STA 149+50 to STA 154+00", 6 pedestrian ramp on NE and NW corner of Rosedale and Vaughn are 7 Combination Type P-1 Ramps. 8 p. Revise Sheet 81, "Paving Plan and Profile STA 163+00 to STA 167+50", 9 pedestrian ramp on NW, SE and SW corner of Rosedale and Collard are 10 Type U-1 Ramps. Pedestrian ramp on NE corner of Rosedale and Collard 11 is a Type R-1 ramp. 12 q. Revise Sheet 82, "Paving Plan and Profile STA 167+50 to STA 172+00", 13 pedestrian ramp on NW corner of Rosedale and Bishop are Type R-1 14 Ramps. 15 16 r. Remove Sheets 173 —176 "Monotube Sign Stucture MC(1)-07 — MC(4)- 07" from plans. Monotube sign will not be used on this project. 17 s. Revise Sheet 241, "Storm Drain Line A-3 Plan & Profile STA 19+00 TO 18 END", storm drain inlet at road STA 130+97.54, 34.36' LT is a 20' 19 recessed inlet. 20 t. Revise Sheet 243, "Storm Drain Line B-2 Plan & Profile STA 10+00 TO 21 14+50", storm drain inlet at road STA 143+08.54, 27.17' LT is a 20' 22 Type II inlet. 23 u. Revise Sheet 247, "Storni Drain Line B-2 Plan & Profile STA 28+00 TO 24 END", storm drain inlet at road STA 159+82.81, 24.50' RT is a 10' Type 25 II inlet. 26 v. Revise Sheet 250, "Stoiin Drain Line C-1 Plan & Profile STA 27 BEGINNING TO END", storm drain inlet at road STA 164+46.62, 26.50' 28 RT is a 15' Type II inlet. 29 w. Revise Sheet 253, "Storm Drain Line D-2 Plan & Profile STA 30 BEGINNING TO END", storm drain inlet at road STA 176+11.32, 28.00' 31 RT is a 15' recessed inlet. 32 33 34 35 x. Revise Sheet 267, "Storm Drain Laterals", laterals B-4 & B-5 are 10' Standard Inlets. y. Revise Sheet 269, "Storm Drain Laterals", laterals C-7 is a 10' Type II Inlet and lateral C-8 is a 10' Standard Inlet. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-13 Addendum 1 Page 13 of 14 1 z. Revise Sheet 270, "Storm Drain Laterals", laterals E-17 is a 20' Standard 2 Inlet. Laterals E-3D, E-8, E-15, E-16 & E-17 refer to detail 2 on sheet 3 274 for concrete collar wye connection. 4 5 aa. Revise Sheet 271, "Storm Drain Laterals", all laterals refer to detail 2 on sheet 274 for concrete collar wye connection. 6 bb. Revise Sheet 272, "Storm Drain Laterals", laterals E-27 is a 20' recessed 7 inlet. Laterals E-3A, E-3B, E-3C, E-6 & E-12 refer to detail 2 on sheet 8 274 for concrete collar wye connection. 9 10 cc. Revise Sheet 273, "Storm Drain Laterals", all laterals refer to detail 2 on sheet 274 for concrete collar wye connection. 11 dd. Revise Sheet 349, " 8" Sanitary Sewer Line B & B-1STA 4+00 to End 12 and STA 0+00 to End". Add note to remove existing sanitary sewer 13 manhole near Line B-2 Station 0+24. Remove note to remove existing 14 sanitary sewer manhole at Line B-2 Station 1+00. 15 ee. Revise Sheet 353, " 8" Sanitary Sewer Line D STA 4+00 to End". Add 16 note to remove existing shallow sanitary sewer manhole near Line D 17 Station 4+83, 22' Left. Change note at Line D Station 5+08.83, 21.36' 18 Left from abandon existing sanitary sewer manhole to remove existing 19 sanitary sewer manhole. 20 ff. Revise Sheet 356, " 8" Sanitary Sewer Line F STA 4+00 to STA 8+00". 21 Change pipe material from Protecto 401 DIP to SDR-26 from station 22 4+00 to station 5+00. 23 gg. Revise Sheet 357, " 8" Sanitary Sewer Line F STA 8+00 to STA 12+00". 24 Change pipe material from to from SDR-26 to Protecto 401 DIP from 25 station 8+00 to station 8+58.50. 26 hh. Revise Sheet 358, " 8" Sanitary Sewer Line F STA 12+00 to Station 27 16+00". Add note to remove existing sanitary sewer manhole near Line F 28 Station 15+72.32, 53' Left. 29 30 31 32 33 34 35 36 ii. Replace Sheet 415, "Sidewalk Paving Plan STA 154+00 to 156+31.75" with the revised sheet attached in this addendum. jj. Replace Sheet 427, "Walls, Columns, and Monument Details" with the revised sheet attached in this addendum. kk. Replace Sheet 428, "Masonry Kiosk Details" with the revised sheet attached in this addendum. 11. Replace Sheet 431, "Site Furnishings" with the revised sheet attached in this addendum. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 1 2 000515-14 Addendum 1 Page 14 of 14 mm. Add City of Fort Worth Details 32 01 17-520, 32 01 17-521 and 32 01 29-523 to Specifications 3 All other provisions of the contract documents, plans and specification shall remain unchanged. 4 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 5 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 6 time of bid submittal. 7 Receipt Acknowledged: 8 By: l' Yq"e- "14- 9 Company: JACKSON CONSTRUCTION, LTD 10 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 �e'o p'? ioiiy 6)0 ..0e9 .5e2 1-) it �4 G0 Lv c5,e aid 0 («'6..-1`71a(4.70,0 /e-D S )1lV of vf4 J. Go015 401474Gici7on/ Otbo) h n/soAi /iv CoMM-c,p7t-5 di /7 Jan /77sc o /3 A- j t\)11( / ga 40,,, 67Kr r4 HI topy,ce.,%J e-outs., tom /psPa/ sew' - J: /36c r6 ,c wt PiS� ina�'ry LBd1)GfICoh5-6.14, 1,on.C4, C144C 164-,62 Z✓SC )/q U,n9 , 6 -1-4/1.,. 1%J •CIA)Q.bu1'x-r,13(... S?la^GI/{GI'IGS.Coni ; /7e „frii__,176, all c”16-4efthf o 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 024114-1 UTILITY REMOVAL/ABANDONMENT Page 1 of 15 OSECTION 02 41 14 UTILITY REMOVAL/ABANDONMENT 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. 1.2.C.4 Sanitary Sewer Manhole Abandonment 27 2. 3.4.B.4a Sanitary Sewer Manhole Abandonment 28 C. Related Specification Sections include, but are not necessarily limited to: 29 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 30 2. Division 1— General Requirements 31 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 32 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 33 5. Section 33 05 24 — Installation of Carrier Pipe 34 6. Section 33 11 11 — Ductile Iron Fittings 35 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped Pipe, Steel Cylinder Type 36 8. Section 33 11 14 — Buried Steel Pipe and Fittings 37 9. Section 33 12 25 — Connection to Existing Water Mains 38 1.2 PRICE AND PAYMENT PROCEDURES 39 A. Utility Lines 40 1. Abandonment of Utility Line by Grouting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-2 UTILITY REMOVAUABANDONMENT Page 2 of 15 1 a. Measurement 2 1) Measurement for this Item shall be per cubic yard of existing utility line to 3 be grouted. Measure by tickets showing cubic yards of grout applied. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the unit 7 price per cubic yard of "Line Grouting" for: 8 a) Various types of utility line 9 c. The price bid shall include: 10 1) Low density cellular grout or CLSM 11 2) Water 12 3) Pavement removal 13 4) Excavation 14 5) Hauling 15 6) Disposal of excess materials 16 7) Furnishing, placement and compaction of backfill 17 8) Clean-up 18 2. Utility Line Removal, Separate Trench 19 a. Measurement 20 1) Measurement for this Item shall be per linear foot of existing utility line to 21 be removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the unit 25 price bid per linear foot of "Remove Line" for: 26 a) Various types of existing utility line 27 b) Various sizes 28 c. The price bid shall include: 29 1) Removal and disposal of existing utility pipe 30 2) Pavement removal 31 3) Excavation 32 4) Hauling 33 5) Disposal of excess materials 34 6) Furnishing, placement and compaction of backfill 35 7) Clean-up 36 3. Utility Line Removal, Same Trench 37 a. Measurement 38 1) This Item is considered subsidiary the proposed utility line being installed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 are subsidiary to the installation of proposed utility pipe and shall be 42 subsidiary to the unit price bid per linear foot of pipe complete in place, and 43 no other compensation will be allowed. 44 4. Cathodic Test Station Abandonment 45 a. Measurement 46 1) Measurement for this Item will be per each cathodic test station to be 47 abandoned. 48 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 15 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 unit 3 price bid per each "Abandon Cathodic Test Station". 4 c. The price bid shall include: 5 1) Abandon cathodic test station 6 2) CLSM 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing, placement and compaction of backfill 12 8) Clean-up 13 B. Water Lines and Appurtenances 14 1. Installation of a Water Line Pressure Plug 15 a. Measurement 16 1) Measurement for this Item shall be per each pressure plug to be installed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the unit 20 price bid for each "Pressure Plug" installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Furnishing and installing pressure plug 24 2) Pavement removal 25 3) Excavation 26 4) Hauling 27 5) Disposal of excess material 28 6) Gaskets 29 7) Bolts and Nuts 30 8) Furnishing, placement and compaction of embedment 31 9) Furnishing, placement and compaction of backfill 32 10) Disinfection 33 11) Testing 34 12) Clean-up 35 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 36 a. Measurement 37 1) Measurement for this Item shall be per each cut and abandonment plug 38 installed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" shall be paid for at the unit 42 price bid for each "Water Abandonment Plug" installed for: 43 a) Various sizes 44 c. The price bid shall include: 45 1) Furnishing and installing abandonment plug 46 2) Pavement removal 47 3) Excavation 48 4) Hauling 49 5) CLSM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 15 1 6) Disposal of excess material 2 7) Furnishing, placement and compaction of backfill 3 8) Clean-up 4 3. Water Valve Removal 5 a. Measurement 6 1) Measurement for this Item will be per each water valve to be removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" shall be paid for at the unit 10 price bid per each "Remove Water Valve" for: 11 a) Various sizes 12 c. The price bid shall include: 13 1) Removal and disposal of valve 14 2) CLSM 15 3) Pavement removal 16 4) Excavation 17 5) Hauling 18 6) Disposal of excess materials 19 7) Furnishing, placement and compaction of backfill 20 8) Clean-up 21 4. Water Valve Removal and Salvage 22 a. Measurement 23 1) Measurement for this Item will be per each water valve to be removed and 24 salvaged. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the unit 28 price bid per each "Salvage Water Valve" for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Removal and Salvage of valve 32 2) CLSM 33 3) Delivery to City 34 4) Pavement removal 35 5) Excavation 36 6) Hauling 37 7) Disposal of excess materials 38 8) Furnishing, placement and compaction of backfill 39 9) Clean-up 40 5. Water Valve Abandonment 41 a. Measurement 42 1) Measurement for this Item will be per each water valve to be abandoned. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 and measured as provided under "Measurement" shall be paid for at the unit 46 price bid per each "Abandon Water Valve" for: 47 a) Various Sizes 48 c. The price bid shall include: 49 1) Abandonment of valve CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-5 UTILITY REMOVAL/ABANDONMENT Page S of 15 1 2) CLSM 2 3) Pavement removal 3 4) Excavation 4 5) Hauling 5 6) Disposal of excess materials 6 7) Furnishing, placement and compaction of backfill 7 8) Clean-up 8 6. Fire Hydrant Removal and Salvage 9 a. Measurement 10 1) Measurement for this Item will be per each fire hydrant to be removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" shall be paid for at the unit 14 price bid per each "Salvage Fire Hydrant". 15 c. The price bid shall include: 16 1) Removal and salvage of fire hydrant 17 2) Delivery to City 18 3) Pavement removal 19 4) Excavation 20 5) Hauling 21 6) Disposal of excess materials 22 7) Furnishing, placement and compaction of backfill 23 8) Clean-up 24 7. Water Meter Removal and Salvage 25 a. Measurement 26 1) Measurement for this Item will be per each water meter to be removed and 27 salvaged. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" shall be paid for at the unit 31 price bid per each "Salvage Water Meter" for: 32 a) Various sizes 33 c. The price bid shall include: 34 1) Removal and salvage of water meter 35 2) Delivery to City 36 3) Pavement removal 37 4) Excavation 38 5) Hauling 39 6) Disposal of excess materials 40 7) Furnishing, placement and compaction of backfill 41 8) Clean-up 42 8. Water Sampling Station Removal and Salvage 43 a. Measurement 44 1) Measurement for this Item will be per each water sampling station to be 45 removed. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under "Measurement" shall be paid for at the unit 49 price bid per each "Salvage Water Sampling Station". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET —US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 15 1 c. The price bid shall include: 2 1) Removal and salvage of water sampling station 3 2) Delivery to City 4 3) Pavement removal 5 4) Excavation 6 5) Hauling 7 6) Disposal of excess materials 8 7) Furnishing, placement and compaction of backfill 9 8) Clean-up 10 9. Concrete Water Vault Removal 11 a. Measurement 12 1) Measurement for this Item will be per each concrete water vault to be 13 removed. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" shall be paid for at the unit 17 price bid per each "Remove Concrete Water Vault". 18 c. The price bid shall include: 19 1) Removal and disposal of concrete water vault 20 2) Removal, salvage and delivery of cast iron lid to City, if applicable 21 3) Removal, salvage and delivery of any valves to City, if applicable 22 4) Removal, salvage and delivery of any water meters to City, if applicable 23 5) Pavement removal 24 6) Excavation 25 7) Hauling 26 8) Disposal of excess materials 27 9) Furnishing, placement and compaction of backfill 28 10) Clean-up 29 C. Sanitary Sewer Lines and Appurtenances 30 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 31 a. Measurement 32 1) Measurement for this Item shall be per each cut and abandonment plug 33 installed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" shall be paid for at the unit 37 price bid for each "Sewer Abandonment Plug" for: 38 a) Various sizes 39 c. The price bid shall include: 40 1) Furnishing and installing abandonment plug 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) CLSM 45 6) Disposal of excess material 46 7) Furnishing, placement and compaction of backfill 47 8) Clean-up 48 2. Sanitary Sewer Manhole Removal 49 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7of15 1 1) Measurement for this Item will be per each sanitary sewer manhole to be 2 removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" shall be paid for at the unit 6 price bid per each "Remove Sewer Manhole" for: 7 a) Various diameters 8 c. The price bid shall include: 9 1) Removal and disposal of manhole 10 2) Removal, salvage and delivery of cast iron lid to City, if applicable 11 3) Cutting and plugging of existing sewer lines 12 4) Pavement removal 13 5) Excavation 14 6) Hauling 15 7) Disposal of excess materials 16 8) Furnishing, placement and compaction of backfill 17 9) Clean-up 18 3. Sanitary Sewer Junction Structure Removal 19 a. Measurement 20 1) Measurement for this Item will be per each sanitary sewer junction 21 structure being removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the lump 25 sum bid per each "Remove Sewer Junction Box" location. 26 c. The price bid shall include: 27 1) Removal and disposal of junction box 28 2) Pavement removal 29 3) Excavation 30 4) Hauling 31 5) Disposal of excess materials 32 6) Furnishing, placement and compaction of backfill 33 7) Clean-up 34 4. Sanitary Sewer Manhole Abandonment 35 a. Measurement 36 1) Measurement for this Item will be per each sanitary sewer manhole to be 37 abandoned. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" shall be paid for at the unit 41 price bid per each "Abandon Sewer Manhole" for: 42 a) Various diameters 43 c. The price bid shall include: 44 1) Removal and disposal of top 4' of manhole 45 2) Removal, salvage and delivery of cast iron lid to City, if applicable 46 3) Plugging of existing sewer lines 47 4) Pavement removal 48 5) Excavation 49 6) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 15 1 7) Disposal of excess materials 2 8) Furnishing, placement and compaction of backfill 3 9) Clean-up 4 D. Storm Sewer Lines and Appurtenances 5 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 6 a. Measurement 7 1) Measurement for this Item shall be per each cut and abandonment plug to 8 be installed. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" shall be paid for at the unit 12 price bid for each "Storm Abandonment Plug" installed for: 13 a) Various sizes 14 c. The price bid shall include: 15 1) Furnishing and installing abandonment plug 16 2) Pavement removal 17 3) Excavation 18 4) Hauling 19 5) CLSM 20 6) Disposal of excess material 21 7) Furnishing, placement and compaction of backfill 22 8) Clean-up 23 2. Storm Sewer Manhole Removal 24 a. Measurement 25 1) Measurement for this Item will be per each storm sewer manhole to be 26 removed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" shall be paid for at the unit 30 price bid per each "Remove Manhole Riser" for: 31 a) Various sizes 32 c. The price bid shall include: 33 1) Removal and disposal of manhole 34 2) Removal, salvage and delivery of cast iron lid to City, if applicable 35 3) Pavement removal 36 4) Excavation 37 5) Hauling 38 6) Disposal of excess materials 39 7) Furnishing, placement and compaction of backfill 40 8) Clean-up 41 3. Storm Sewer Junction Box Removal 42 a. Measurement 43 1) Measurement for this Item will be per each storm sewer junction structure 44 to be removed. 45 b. Payment 46 1) The work performed and materials furnished in accordance with this Item 47 and measured as provided under "Measurement" shall be paid for at the unit 48 price bid per each "Remove Storm Junction Box" for: 49 a) Various sizes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-9 UTILITY REMOVAUABANDONMENT Page 9of15 1 c. The price bid shall include: 2 1) Removal and disposal of junction box 3 2) Removal, salvage and delivery of cast iron lid to City, if applicable 4 3) Pavement removal 5 4) Excavation 6 5) Hauling 7 6) Disposal of excess materials 8 7) Furnishing, placement and compaction of backfill 9 8) Clean-up 10 4. Storm Sewer Junction Structure Removal 11 a. Measurement 12 1) Measurement for this Item will be per each storm sewer junction structure 13 being removed. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" shall be paid for at the lump 17 sum bid per each "Remove Storm Junction Structure" location. 18 c. The price bid shall include: 19 1) Removal and disposal of junction structure 20 2) Removal, salvage and delivery of cast iron lid to City, if applicable 21 3) Pavement removal 22 4) Excavation 23 5) Hauling 24 6) Disposal of excess materials 25 7) Furnishing, placement and compaction of backfill 26 8) Clean-up 27 5. Storm Sewer Inlet Removal 28 a. Measurement 29 1) Measurement for this Item will be per each storm sewer inlet to be 30 removed. 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 unit 34 price bid per each "Remove Storm Inlet" for: 35 a) Various types 36 b) Various sizes 37 c. The price bid shall include: 38 1) Removal and disposal of inlet 39 2) Pavement removal 40 3) Excavation 41 4) Hauling 42 5) Disposal of excess materials 43 6) Furnishing, placement and compaction of backfill 44 7) Clean-up 45 6. Storm Sewer Junction Box Removal 46 a. Measurement 47 1) Measurement for this Item shall be per linear foot of existing storm sewer 48 box to be removed. 49 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-10 UTILITY REMOVAL/ABANDONMENT Page 10 of 15 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 unit 3 price bid per linear foot of "Remove Storm Junction Box" for all sizes. 4 c. The price bid shall include: 5 1) Removal and disposal of Storm Sewer Box 6 2) Pavement removal 7 3) Excavation 8 4) Hauling 9 5) Disposal of excess materials 10 6) Furnishing, placement and compaction of backfill 11 7) Clean-up 12 7. Headwall/SET Removal 13 a. Measurement 14 1) Measurement for this Item will be per each headwall or safety end 15 treatment (SET) to be removed. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 and measured as provided under "Measurement" shall be paid for at the unit 19 price bid per each "Remove Headwall/SET". 20 c. The price bid shall include: 21 1) Removal and disposal of Headwall/SET 22 2) Pavement removal 23 3) Excavation 24 4) Hauling 25 5) Disposal of excess materials 26 6) Furnishing, placement and compaction ofbackfill 27 7) Clean-up 28 8. Trench Drain Removal 29 a. Measurement 30 1) Measurement for this Item shall be per linear foot of storm sewer trench 31 drain to be removed. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" shall be paid for at the unit 35 price bid per linear foot of "Remove Trench Drain" for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Removal and disposal of storm sewer line 39 2) Pavement removal 40 3) Excavation 41 4) Hauling 42 5) Disposal of excess materials 43 6) Furnishing, placement and compaction of backfill 44 7) Clean-up 45 1.3 REFERENCES [NOT USED] 46 1.4 ADMINISTRATIVE REQUIREMENTS 47 A. Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-11 UTILITY REMOVAL/ABANDONMENT Page 11 of 15 1 1. Contact Inspector and the Water Department Field Operation Storage Yard for 2 coordination of salvage material return. 3 1.5 SUBMITTALS [NOT USED] 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 9 A. Storage and Handling Requirements 10 1. Protect and salvage all materials such that no damage occurs during delivery to the 11 City. 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS 15 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 16 2.2 MATERIALS 17 2.3 ACCESSORIES [NOT USED] 18 2.4 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION [NOT USED] 23 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 24 A. Water Lines and Appurtenances 25 1. Water Line Pressure Plugs 26 a. Ductile Iron Water Lines 27 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 28 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 29 with Section 33 11 11. 30 3) Perform Cut and Plug in accordance with Section 33 12 25. 31 b. PVC C900 and C905 Water Lines 32 1) Excavate, embed, and baclll in accordance with Section 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET —US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 02 41 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of 15 1 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 2 with Section 33 11 11. 3 3) Perform Cut and Plug in accordance with Section 33 12 25. 4 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 5 1) Excavate, embed, and backfill in accordance with Section 33 05 10 6 2) Plug using: 7 a) A fabricated plug restrained by welding or by a Snap Ring in 8 accordance with Section 33 11 13; or 9 b) A blind flange in accordance with Section 33 11 13 10 3) Perfoiui Cut and Plug in accordance with Section 33 12 25. 11 d. Buried Steel Water Lines 12 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 13 2) Plug using: 14 a) A fabricated plug restrained by welding in accordance with Section 33 15 11 14; or 16 b) A blind flange in accordance with Section 33 11 14 17 3) Perform Cut and Plug in accordance with Section 33 12 25. 18 2. Water Line Abandonment Plug 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Plug with CLSM in accordance with Section 03 34 13. 21 3. Water Line Abandonment by Grouting 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Dewater from existing line to be grouted. 24 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 25 or CLSM in accordance with 03 34 13. 26 d. Dispose of any excess material. 27 4. Water Line Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Cut existing line from the utility system prior to removal. 30 c. Cut any services prior to removal. 31 d. Remove existing pipe line and properly dispose as approved by City. 32 5. Water Valve Removal 33 a. Excavate and backfill in accordance with Section 33 05 10. 34 b. Remove and dispose of valve bonnet, wedge and stem. 35 c. Fill valve body with CLSM in accordance with Section 03 34 13. 36 6. Water Valve Removal and Salvage 37 a. Excavate and backfill in accordance with Section 33 05 10. 38 b. Remove valve bonnet, wedge and stem. 39 c. Deliver salvaged material to the Water Department Field Operation Storage 40 Yard. 41 d. Protect salvaged materials from damage. 42 e. Fill valve body with CLSM in accordance with Section 03 34 13. 43 7. Water Valve Abandonment 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Remove the top 2 feet of the valve stack and any valve extensions. 46 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 47 8. Fire Hydrant Removal and Salvage 48 a. Excavate and backfill in accordance with Section 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-13 UTILITY REMOVAL/ABANDONMENT Page 13 of 15 1 b. Remove Fire Hydrant. 2 c. Place abandonment plug on fire hydrant lead line. 3 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 4 Yard. 5 e. Protect salvaged materials from damage. 6 9. Water Meter Removal and Salvage 7 a. Remove and salvage water meter. 8 b. Return salvaged meter to Project Representative. 9 c. City will provide replacement meter for installation. 10 d. Meter Box and Lid 11 1) Remove and salvage cast iron meter box lid. 12 2) Remove and dispose of any non -cast iron meter box lid. 13 3) Return salvaged material to the Water Department Field Operation Storage 14 Yard. 15 4) Remove and dispose of meter box. 16 10. Water Sample Station Removal and Salvage 17 a. Remove and salvage existing water sample station. 18 b. Deliver salvaged material to the Water Depat lucent Field Operation Storage 19 Yard. 20 11. Concrete Water Vault Removal 21 a. Excavate and backfill in accordance with Section 33 05 10. 22 b. Remove and salvage vault lid. 23 c. Remove and salvage valves. 24 d. Remove and salvage meters. 25 e. Deliver salvaged material to the Water Depal lucent Field Operation Storage 26 Yard. 27 f. Remove and dispose of any piping or other appurtenances. 28 g. Demolish and remove entire concrete vault. 29 h. Dispose of all excess materials. 30 12. Cathodic Test Station Abandonment 31 a. Excavate and backfill in accordance with Section 33 05 10 32 b. Remove the top 2 feet of the cathodic test station stack and contents. 33 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 34 B. Sanitary Sewer Lines and Appurtenances 35 1. Sanitary Sewer Line Abandonment Plug 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove and dispose of any sewage. 38 c. Plug with CLSM in accordance with Section 03 34 13. 39 2. Sanitary Sewer Line Abandonment by Grouting 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Dewater and dispose of any sewage from the existing line to be grouted. 42 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 43 or CLSM in accordance with 03 34 13. 44 d. Dispose of any excess material. 45 3. Sanitary Sewer Line Removal 46 a. Excavate and backfill in accordance with Section 33 05 10. 47 b. Cut existing line from the utility system prior to removal. 48 c. Cut any services prior to removal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 024114-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 15 1 d. Remove existing pipe line and properly dispose as approved by City. 2 4. Sanitary Sewer Manholes Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove and salvage manhole lid. 5 c. Deliver salvaged material to the Water Department Field Operation Storage. 6 d. Demolish and remove entire concrete manhole. 7 e. Cut and plug sewer lines to be abandoned. 8 4a. Sanitary Sewer Manhole Abandonment 9 f. Excavate and backfill in accordance with Section 33 05 10. 10 g. Remove and salvage manhole lid. 11 h. Deliver salvaged material to the Water Department Field Operation Storage. 12 i. Demolish and remove top portion of concrete manhole. 13 j. Cut and plug sewer lines to be abandoned. 14 k. Backfill manhole per detail "Typical Abandoned Manhole Detail". 15 5. Sanitary Sewer Junction Structure Removal 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Remove and salvage manhole lid. 18 c. Deliver salvaged material to the Water Department Field Operation Storage. 19 d. Demolish and remove entire concrete manhole. 20 e. Cut and plug sewer lines to be abandoned. 21 C. Storm Sewer Lines and Appurtenances 22 1. Storm Sewer Abandonment Plug 23 a. Excavate and backfill in accordance with Section 33 05 10. 24 b. Dewater line. 25 c. Plug with CLSM in accordance with Section 03 34 13. 26 2. Storm Sewer Line Abandonment by Grouting 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Dewater the existing line to be grouted. 29 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 30 or CLSM in accordance with 03 34 13. 31 d. Dispose of any excess material. 32 3. Storm Sewer Line Removal 33 a. Excavate and backfill in accordance with Section 33 05 10. 34 b. Remove existing pipe line and properly dispose as approved by City. 35 4. Storm Sewer Manholes Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Demolish and remove entire concrete manhole. 38 c. Cut and plug storm sewer lines to be abandoned. 39 5. Storm Sewer Junction Box and/or Junction Structure Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Demolish and remove entire concrete structure. 42 c. Cut and plug storm sewer lines to be abandoned. 43 6. Storm Sewer Inlet Removal 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Demolish and remove entire concrete inlet. 46 c. Cut and plug storm sewer lines to be abandoned. 47 7. Storm Sewer Box Removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 02 41 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 15 1 a. Excavate and backfill in accordance with Section 33 05 10. 2 b. Cut existing line from the utility system prior to removal. 3 c. Cut any services prior to removal. 4 d. Remove existing pipe line and properly dispose as approved by City. 5 8. Headwall/SET Removal 6 a. Excavate and backfill in accordance with Section 33 05 10. 7 b. Demolish and remove entire concrete inlet. 8 c. Cut and plug storm sewer lines to be abandoned. 9 9. Storm Sewer Trench Drain Removal 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Remove existing pipe line and dispose as approved by City. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL 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 crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 00424E BIDPROPOSAL-ADDENDUM 1 NV i ors SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No. BidBstItemo N Unit l Water lane Improvement Bid Items 1-1 3311.0041 4" Water Pipe 1-2 1-3 1-4 Project Item Iofonnation Specification Section No. 331110 LF 70 3311.0141 6" Water Pipe 3311 10 3311.0241 8" Water Pipe 3311 10 LF LF 3311.0441 12" Water Pipe 331110 LF 1-5 3311.0452 12" DIP Water 331110 LF 1-6 3305.2004 12" Water Carrier Pipe 33 05 24 LF 1-7 3311.0541 16" Water Pipe 331110 LF 1-8 3305.1004 24" Casing By Open Cut 33 05 22 LF 1-9 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 260 1-10 3312.3001 4" Gate Valve 3312 20 EA 2 1-11 3312.3002 6" Gate Valve 3312 20 EA 27 1-12 3312.3003 8" Gate Valve 3312 20 EA 23 1.13 3312.3005 12" Gate Valve 3312 20 EA 62 1-14 3312.3006 16" Gate Valve w/ Vault 3312 20 EA 7 1-15 3312.1002 2" Water Air Release Valve & Vault 331230 EA 1 1-16 3312.0001 Fire Hydrant 331240 EA 25 1-17 3312.0101 Connection to Existing 4" Water Main 3312 25 EA 2 690 1,250 10,910 50 280 1,240 20 1-18 3312.0102 Connection to Existing 6" Water Main 3312 25 EA 17 1-19 3312.0103 Connection to Existing 8" Water Main 3312 25 EA 12 1-20 3312.0104 Connection to Existing 10" Water Main 3312 25 EA 2 1-21 3312.0105 Connection to Existing 12" Water Main 3312 25 EA 5 1-22 3312.0106 Connection to Existing 16" Water Main 3312 25 EA 2 1-23 3312.0107 Connection to Existing 20" Water Main 3312 25 EA 1 1-24 3312.0110 Connection to Existing 36" Water Main 3312 25 EA 1 1-25 3312.2001 1" Water Service, Meter Relocation 331210 EA 162 1-26 3312.2002 1" Bored Service 331210 EA 77 1-27 3312.2003 1" Water Service 331210 EA 126 1-28 3312.2004 1" Private Service 331210 LF 1,370 1-29 3312.2201 2" WaterService, Meter Relocation 331210 EA 28 1-30 3312.2202 2" Bored Service 331210 EA 14 1-31 3312.2203 2" Water Service 331210 EA 14 1-32 3312.2204 2" Private Service 3312.10 LF 180 1-33 3304.0101 Temporary Water Services 33 04 30 LS 1 1-34 3201.0115 8' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 670 I-34B 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 32 01 17 LF 40 1-35 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 32 01 17 IF 730 1-36 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, 3201 17 SY 70 Residential 1-37 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, 3301 17 SY 80 Arterial 1-38 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) 32 01 18 LF 3,030 1-39 3201.0613 8" Conc Pvmt Repair 32 01 29 SY 650 I-39B 3305.0203 imported Embedment/Backfill, CLSM 33 0510 CY 50 I-39C 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 0510 CY 50 I-39D 3305.0206 Imported Embedment/Backfill, Acceptable 330510 CY 50 Beokflll 1-39E 3305.0207 Imported Embedment/Backfill, Select Fill 33 0510 CY 50 Bidder's Proposal Unit Price I Bid Value $70.00 $3,500.00 $15.00 $750.00 $15.00 $750.00 $15.00 $750.001 004243 BmPROPOSAL-ADDENDUM I Pass 1d9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Unit No. Bidlist Item Description Specification Unit of BM No. Section No. Measure Quantity 1-40 0241.1001 Water Line Grouting 0241 14 CY 190 1-41 0241.1103 8" Pressure Plug 02 41 14 EA 3 1-42 0241.1105 12" Pressure Plug 0241 14 EA 2 1-43 0241.1204 10" Water Abandonment Plug 02 41 14 EA 2 1-44 0241.1208 20" Water Abandonment Plug 02 41 14 EA 2 1-45 0241.1510 Salvage Fire Hydrant 0241 14 EA 17 1-46 0241.1301 Remove & Salvage 4" Water Valve 0241 14 EA 1 1-47 0241.1302 Remove & Salvage 6" Water Valve 02 41 14 EA 23 1-48 0241.1303 Remove & Salvage 8" Water Valve 02 41 14 EA 20 1-49 0241.1304 Remove & Salvage 10" Water Valve 02 4114 EA 2 1-50 0241.1305 Remove & Salvage 12" Water Valve 02 4114 EA 10 1-51 3311.0001 Ductile Iron Water Fittings 3311 11 TON 1-52 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1-53 3305.0109 Trench Safety 330510 LF 1-54 3305.0110 Utility Markers 33 05 26 LS Unit II Sew Line irrl irovement Bid teem 11-1 3331.4115 8" Sewer Pipe 11-2 3331.4119 8" DIP Sewer Pipe II.2B 3331.4120 8" DIP Sewer Pipe, CLSM Backfill 11-3 3331.4225 18" Sewer Pipe 11-4 3305.1102 16" Casing By Other Than Open Cut 11-5 3339.1001 4' Manhole 11-6 3339.1002 4' Drop Manhole 11-7 3339.1003 4' Extra Depth Manhole 11-8 3339.1004 4' Shallow Manhole 11-9 3339.0001 Epoxy Manhole Liner 11-10 3305.0107 Manhole Adjustment, Minor 11-11 3305.0112 Concrete Collar 11-12 3305.0203 Imported Embedment/Backfill, CLSM 11-13 3331.3101 4" Sewer Service 11-14 3331.3103 4" Bored Sewer Service 11-15 3331.3105 4" Sewer Service, Private Relocation 11-16 3331.3201 6" Sewer Service II-17 3331.3203 6" Bored Sewer Service 11-18 3331.3205 6" Sewer Service, Private Relocation 11-19 3201.0115 8' Wide Asphalt Pvmt Repair, Residential II-19B 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 11-20 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 11-21 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 11-22 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 11-23 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) Il-23B 3305.0204 Imported Embedment/Backfill, Crushed Rock II.23C 3305.0206 Imported Embedment/Backfill, Acceptable Backfill 11-230 3305.0207 Imported Embedment/Backfill, Select Fill. 331110,3331 20 331110 LF LF 331110 LF 3311 10, 33 31 LF 20 33 05 22 LF 20 33 3910, 33 39 EA 21 33 3910, 33 39 EA 2 33 3910, 33 39 VF 60 33 3910, 33 39 EA 1 33 39 60 VF 60 33 0514 EA 1 330517 EA 7 Bidder's Proposal Unit Price Bid Value 16 80 14,220 1 Unit 1- Water Line Improvement Total: 2,290 690 1,170 70 330510 CY 50 $70.00 $3,500.00 33 31 50 EA 32 33 31 50 EA 10 33 31 50 LF 210 33 31 50 LF 10 33 31 50 EA 7 33 31 50 LF 90 32 01 17 LF 140 32 01 17 LF 70 32 01 17 LF 570 32 01 17 SY 20 33 01 17 SY 60 32 01 18 33 0510 33.0510 330510 LF 280 CY 50 $15.00 $750.00 .CY 50 $15.00 $750.00 CY 50 $15.00 $750.00 " u - - )I""1L",ll3 s,a a'.Adt,.. is 004143 BID PROPOSAL •ADDFNDUM l Page 3 of9 UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidder's Proposal Unit No. Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity 11-24 0241.2001 Sanitary Line Grouting 02 41 14 CY 60 11-25 0241.2102 6" Sewer Abandonment Plug 02 41 14 EA 5 11-26 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 12 11-26B 0242.2201 Abandon 4' Sewer Manhole 03 41 14 EA 3 11-27 3301.0001 Pre -CCTV Inspection 33 01 31 LF 3,710 11-28 3301.0002 Post -CCTV Inspection 33 01 31 LF 3,980 11-29 3301.0101 Manhole Vacuum Testing 33 01 30 EA 24 11-30 3303.0001 Bypass Pumping 33 0310 LS 1 11-31 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11-32 3305.0109 Trench Safety 330510 LF 11-33 3305.0110 Utility Markers 33 05 26 LS Unit Ill Paving GENERAL ageimprovem 111-1 0241.0100 Remove Sidewalk t Bid Items Unit Price Bid Value 18 3,970 1 Unit II - Sewer Line Improvement Total: SF 103,400 111-2 0241.0100 Remove Steps 02 41 13 SF 220 111-3 0241.0300 Remove ADA Ramp 0241 13 EA 62 I11.4 0241.0401 Remove Concrete Drive 02 41 13 SF 72,850 111-5 0241.0402 Remove Asphalt Drive 02 41 13 SF 1,230 111-6 0241.0500 Remove Fence 0241 13 LF 100 111-7 0241.0600 RemoveWall>4' 02 41 13 LF 100 111-8 0241.0700 Remove Mailbox 0241 13 EA 71 111-9 0241.0900 Remove Mlsc Conc Structure (Sta 117+10) 0241 13 LS 1 111-10 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 78,500 111-11 0241.1200 Remove Brick Pvmt and Concrete Base (Salvage 02 41 15 SY 56,550 Brick) III-12 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 24,450 III-13 0241.1400 Remove Conc Valley Gutter 02 41 15 SY 150 III-14 0241.4001 Remove 10' Curb Inlet 02 41 14 EA 35 02 41 13 111-15 0241.1508 4" Surface Milling (Bridge Pavement) 0241 13 SY 1,350 111-16 9999.0066 Remove and Salvage Advanced Pedestrian 99 99 00 EA 2 Flasher 111-17 9999.0065 Remove Bollard 99 99 00 EA 18 111-18 9999.0067 Remove Pay Phone 99 99 00 EA 3 111-19 3471.0001 Traffic Control 34 71 13 MO 20 III-20 3471.0002 Portable Message Sign 34 71 13 WK 24 111-21 3110.0102 6"-12" Tree Removal 31 10 00 EA 14 111-22 3110.0103 12"-18" Tree Removal 31 10 00 EA 24 III-23 3110.0104 18"-24" Tree Removal 31 10 00 EA 3 III-24 3110.0105 24" and Larger Tree Removal 31 10 00 EA 2 111-25 3123.0101 Unclassified Excavation 31 2316 CY 13,690 111-26 3124.0101 Embankment 31 24 00 CY 4,440 111-27 3125.0101 SWPPP 21 acre 31 2500 LS 1 III-27B 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 850 111-28 3232.0201 StdRetWall -RW1(L)A(Height <4) 32 32 13 SF 2,570 111-29 3232.0201 StdRetWail -RW1 (L)A (Height >4) 32 32 13 SF 480 111-30 3291.0100 Topsoil 32 91 19 CY 2,920 1 00 11 43 BID PROPOSAL • ADDENDUM 1 10 ,4of9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit No. Hidllst Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity III.31 3292.0400 Hydromulch Seeding 32 92 13 SY 24,990 111.32 3441.1804 Temp Traffic Signal 34 41 10 EA 3 I III-33 9999.0068 Remove and Salvage Street Light Poles 99 99 00 EA 86 III-34 3441.2001 Removing Traffic Signals 34 41 13 EA 8 111.35 9999.0055 Gate Relocation 99 99 00 EA 3 III-36 9999.0069 Remove and Replace Brick Mailbox (STA 139+00) 99 99 00 EA 1 III.37 9999.0064 Meter Box-AdJustment 99 99 00 EA 190 III-38 9999.0052 Mailboxes 99 99 00 EA 71 III-39 9999.0030 Neighborhood Signs 99 99 00 EA 8 III-39B 9999.0106 Remove and Relocate Light 99 99 00 EA 1 111-40 9999.0010 Miscellaneous Construction Force Account 99 99 00 EA 250,000 $1.00 $250,000.00 III 41 9999.0011 Miscellaneous Utility Force Account 99 99 00 EA 50,000 $1.00 $50,000.00 PAVING III-42 3211.0400 Lime Material (40lbsISY) 3211 29 TN 1,532 111-43 3211.0501 8" Lime Treatment 3211 29 SY 76,600 III-44 3212.0302 2" Asphalt Pvmt Type D (Bridge Overlay) 321216 SY 1,350 III-45 3212.0302 2" Asphalt Pvmt Type 0 (Park Parking Lot) 331216 SY 250 111-46 3212.0401 6" HMAC Transition (Side Streets) 321216 SY 1,760 III-47 3213.0104 9" Cone Pvmt 321313 SY 75,890 III-48 3213.0204 9" Cone Pvmt HES 321313 SY 1,320 111-49 3213.0301 4" Cone Sidewalk 3213 20 SF 91,390 III-50 3213.0303 6" Concrete Sidewalk 321320 SF 3,370 III-51 9999.0051 Intall Concrete Steps 99 99 00 SF 220 111-52 9999.0050 Remove and Reinstall Gate Track 99 99 00 LS 1 III-53 3213.0401 6" Concrete Driveway 321320 SF 49,370 III-54 3216.0101 6" Concrete Curb (Inside Edge of Truck Apron) 32 16 13 LF 700 111-55 9999.0053 3" Mountable Curb (Outside Edge of Truck Apron) 99 99 00 LF 620 III.56 3216.0101 6" Curb and Gutter (Park Parking Lot) 321613 LF 260 III-57 3211.0212 6" Flex Base, Type B, GR-2, (Drwy Transitions and 3211 23 SY 1,360 Park Parkinal III-58 3213.0521 6' Type M-1 Ramp 3213 20 EA 7 111-59 3213.0522 6' Type M-2 Ramp 3213 20 EA 2 III-60 3213.0523 6' Type M-3 Ramp 3213 20 EA 2 III-61 3213.0524 6' Type R-1 Ramp 3213 20 EA 30 III-62 3213,0525 6' Type U-1 Ramp 3213 20 EA 9 III-63 3213.0526 6' Type P-1 Ramp 3213 20 EA 34 III-64 3213.0527 6' Type P-2 Ramp 3213 20 EA 1 III.65 3213.0528 6' Combination Type P-1 Ramp 3213 20 EA 4 111-66 9999.0054 Concrete Bollards 99 99 00 EA 3 DRAINAGE 111-67 3341.0205 18" RCP, Class III 33 41 10 LF 500 III-68 3342.0205 24" RCP, Class 111 3441 10 LF 6,670 111-69 3341.3020 30" RCP, Class III 33 41 10 LF 1,550 004143 nroPROPOSAL. ADDENDUM Pq, S 419 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Unit No. Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity 111-70 3341.0309 36" RCP, Class III 33 41 10 IF 1,910 III-71 3341.0402 42" RCP, Class III 3141 10 LF 260 III-72 3341.0502 54" RCP, Class Ill 3241 10 LF 420 111-73 3341.1101 4'x2" RCB, Class III 33 41 10 LF 250 III-73B 9999.1004 Concrete Wye Connections 99 99 00 EA 20 III-74 3349.9001 2' Grate Inlet 33 49 20 EA 3 III-75 3349.0002 4' Storm Junction Box 33 4910 EA 28 111.76 3349.0003 5' Storm Junction Box 34 4910 EA 6 III-77 3349.0004 6' Storm Junction Box 35 4910 EA 7 111-778 3349.5001 10' Curb Inlet 31 49 20 EA 3 III-78 3349.5002 15' Curb Inlet 31 49 20 EA 4 111-79 3349.5003 20' Curb Inlet 32 49 20 EA 2 III-80 3349.6001 10' Recessed Inlet 33 49 20 EA 30 111.81 3349.6002 15' Recessed Inlet 33 49 20 EA 24 III-82 3349.6003 20' Recessed Inlet 33 49 20 EA 14 111-83 9999.0062 10' Type II Inlet 33 49 20 EA 10 III-83B 9999.0062 15'Typelllnlet 33 49 20 EA 3 III-84 9999.0062 20' Type II Inlet 33 49 20 EA 3 III-85 9999.0063 Grate Inlet 99 99 00 EA 2 III-86 9999.0079 Riprap (Cone) (5 In) 99 99 00 SY 30 III-87 9999.0060 Culvert Cleanout (STA 121+50) 99 99 00 LF 140 111-88 9999.0061 24" Headwall 99 99 00 EA 1 111-89 9999.0061 4'x2' Headwall 33 49 40 EA 1 SIGNAL (BEACH, CONNER, & BISHOP) III-90 2605.0111 ELEC SERV PED 26 05 00 EA 3 111-91 2605.3004 11/4"CONDT RIM (Riser) 26 05 33 LF 105 III-92 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 514 111-93 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,242 III.94 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 143 111-95 3441.1001 3-Sect Signal Head Assmbly 344110 EA 24 111-96 3441.1003 5-Sect Signal Head Assmbly 34 41 10 EA 4 111-97 3441.1011 Ped Signal Head Assmbly 34 41 10 EA 24 III-98 3441.1021 2" Ped Push BTN Station W/ Sign (SIG Pole) 3441 10 EA 12 111.99 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 34 41 10 EA 12 III.100 3441.1203 Install Radar Presence Detect System 3441 10 EA 12 ill-101 3441.1208 Install Emergency Vehicle Preemption System 3441 10 LS 3 111-102 3441.1313 81C 14 AWG Multi -Conductor Cable 34 41 10 LF 568 III-103 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,300 III-104 3441.1408 NO 6 lnsulated Elea Condr 3441 10 LF 1,542 III-105 3441.1409 NO 8 Insulated Elec Condr 3441 10 LF 2,080 III-106 3441.1414 NO 8 Bare Elec Condr 34 41 10 LF 1,306 111-107 3441.1503 Ground Box, Large, w/ lid Apron 34 41 10 EA 13 III-108 3441.1606 Install 10'-14'Ped Pole Assmbly 34 41 10 EA 12 Ill-109 3441.1617 Install Type 41 Signal Pole 3441 10 EA 7 Bidder's Proposal Unit Price Bid Value 6466.1,66611111611.1 00 42 43 DID PROPOSAL- ADDQIDDNI P. 6ar9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit Na. B1dfst Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity III-110 3441.1619 Install Type 43 Signal Pole 34 41 10 EA 4 111-111 3441.1620 Install Type 44 Slgnal Pole 34 41 10 EA 1 III-112 3441.1626 Install Mast Arm 16'-36' 34 41 10 EA 7 III-113 3441.1627 Install Mast Arm 40'-48' 34 41 10 EA 5 111-114 3441.1701 TY 1 Signal Foundation 34 41 10 EA 12 III-115 3441.1703 TY 3 Signal Foundation 34 41 10 EA 7 III-116 3441.1704 TY4Signal Foundation 34 41 10 EA 5 III-117 9999.0100 Furnish/Install Decorative Plastic Wrap around 99 99 00 EA 2 Controller Cabinet III.118 3441.1724 Install Controller & Cabinet, Ground MNT 3441 10 EA 3 PAVEMENT MARKINGS AND SIGNS 111-119 3217.2001 Raised Marker TY W 3217 23 EA 2,250 III.120 3217.2002 Raised Marker TYY 32 17 23 EA 1,100 III-121 3217.2102 REFL Raised Marker TY 1-C 3217 23 EA 680 111-122 3217.2103 REFL Raised Marker TY II -A -A 3217 23 EA 4,350 III-123 3217.0101 Words & Symbols Pvmt Marking HAE (W) 3317 23 EA 32 lit-124 3217.0001 4" SLD Pvmt Marking HAS (W) 3217 23 LF 2,500 III-125 3217.0002 6" SLD Pvmt Marking HAE (W) 3417 23 LF 216 III-126 3217.0301 12" SLD Pvmt Marking HAE (W) 3517 23 LF 1,450 111-127 3217.0401 18" SLD Pvmt Marking HAE (W) 3217 23 LF 1,210 III-128 9999.0042 Furnishing and Installing Ground Mounted Sign, 99 99 00 EA 66 Assembly. Foundation 111-129 3441.1626 Install Mast Arm 16'-36' 344110 EA 6 III-130 3441.1703 TY 3 Signal Foundation 34 41 10 EA 6 ILLUMINATION III-131 2605.0111 ELEC SERV PED 26 05 00 EA 3 III-132 3441.3003 Rdwy Illum Assmbly TY 18 (Fixture, Pole & Arm) 3441 20 EA 105 (Black) 111-133 3441.3021 Ornamental Assmbly Type A14120, Simple (Black) 3441 20 EA 6 III-134 3441.1502 Ground Box, Small, wlLid 3441 10 EA 28 111-135 3441.3302 Rdwy ilium Foundation TY 3 (Roadway) 3441 20 EA 105 111-136 3441.3404 2-2-2-4 Quadplex Alum Elc Conductor (Entire Prolect) 34 41 20 LF 27,200 III-137 2605.3021 3" CONDT PVC SCH 40 (T) (Entire Project) 26 05 33 LF 560 III.138 9999.0041 1-1/2" CONDT RM (Including hardware to hang 26 05 33 LF 440 under Bridge) I II.139 2605.3011 2" CONDT PVC SCH 40 (T) (Entire Protect) 26 05 33 LF 30,670 FIBER 111-140 9999.0101 Communcation Ground Box (24"x36"x24") 99 99 01 EA 23 111-141 9999.0102 Communcation Ground Box (48"x48"x36") 99 99 01 EA 2 Ili-142 9999.0201 Fiber Optic Cable (96 Strand) 99 99 02 LF 11,420 III-143 9999.0202 Detectable cloth innerduct (3" 3-Cell)(Maxcell or 99 99 02 LF 11,420 approved enual III-144 9999.0041 3 CONDT RM (Including hardware to hang under 26 05 33 LF 240 Bridge) 99 99 02 111.145 9999.0203 3" HOPE orange conduit LF 11,420 CU40 BID PROPOSAL. ADDENDUM 1 P,te 7219 SECTION 0042 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No, Bidllst Item No. AMENITIES Project Item Information Bidder's Proposal Description Specification I Unit of Section No. Measure Bid Quantity III.146 9999.0301 Plant 4" Tree (Large Shade Tree) 99 99 03 EA 148 11I-147 9999.0301 Ornamental Grass (#3 Class) 99 99 00 SF 3,920 III-148 9999.0301 Shrubs #5 Class) 99 99 00 SF 2,060 111-149 9999.0032 Sign -Ceramic Tile Street Names - Install 99 99 00 EA 35 III-150 9999.0031 Street Light Banner Hardware 99 99 00 EA 14 III-151 9999.0033 Irrigation (Entire Project US 287 to Miller) 99 99 00 LS 1 III.152 9999.0034 Stamped and Stained Concrete Crosswalks (9") 99 99 00 SF 4,100 III-153 9999.0035 Stamped and Stained Concrete Medians (4") 99 99 00 SF 3,500 Ill-154 9999.0034 Stamped and Stained Concrete Truck Apron (12") 99 99 00 SF 7,500 III-155 9999.0036 Tree Protection Fence (Entire Project) 99 99 00 LS 1 III-155B 9999.0106 Remove TWU Fence and Salvage to TWU 99 99 00 LF 135 III-156 9999.0037 Bus Stop Foundations (6" Slab) III-157 9999.0038 Bus Shelters (Black) III-158 9999.0021 Historical Kiosks III-159 9999.0040 Landscape Edge Detail III-160 9999.0039 Water Tap / Meter / Fee 111-161 3110.0105 24" and Larger Tree Removal UnitW Sustain GENERAL lopmi t Bidltt Nashville t< Unit Price Bid Value 99 99 00 EA 6 99 99 00 EA 6 99 99 00 EA 3 99 99 00 LF 515 99 99 00 EA 4 31 10 00 EA 2 Unit 111- Paving and Drainage Improvement Total: IV-1 3213.0303 6" Concrete Sidewalk Base 3213 20 SF 34,400 IV-2 9999.0301 Plant 4" Tree (Large Shade Tree) 99 99 03 EA 46 IV-3 3213.0521 6' Type M-1 Ramp 3213 20 EA 6 IV-4 3213.0524 6' Type R-1 Ramp 3213 20 EA 1 IV-5 3213.0525 6' Type U-1 Ramp 3213 20 EA 13 IV-6 9999.0034 Stamped and Stained Concrete Crosswalks 99 99 00 SF 9,300 IV-7 9999.0020 Bicycle Racks 99 99 00 EA 2 IV-8 9999.0020 Trash Receptacles 99 99 00 EA 16 IV-9 9999.0301 Groundcover 99 99 03 SF 5,880 IV-10 9999.0022 Landscape Drainage System 99 99 00 LS 1 IV-11 9999.0400 Structural Soil 99 99 00 LS 1 IV-12 9999.0020 4'x4' Tree Grate 99 99 00 EA 40 IV-13 3232.0201 8" Std Ret Wall - RW 1 (L) A (Height <4) 32 3213 SF 1,270 IV-14 9999.0020 Cast in Place Seat Wall (including Seat wall gg gg 00 LF 520 columnsl IV-15 3214.0100 Brick Pvmt (Sidewalk) 321416 SF 34,400 IV-15B 9999.0020 Tree Aeration Pipe under 10' Sidewalk 99 99 00 LS 1 IV-15C 9999.0020 Crushed Stone Base under 10' Sidewalk 99 99 00 LS 1 IV-15D 9999.0020 Reconstruction of TWU feature © NE corner of 99 99 00 LS Wesleyan and Rosedale IV-16 9999.0020 Cast In Place Planters 99 99 00 EA 5 IV-17 9999.0020 Benches 99 99 00 EA 16 1 W 4143 DIDPROPOSAL• ADDENDUM 1 Pap ! of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project item Information Unit No.l BidBNDItem Description Signal (Thrall, Wesleyan, Vaughn & Collard) IV-18 2605.0111 ELEC SERV PED Specification Section No. Unit of I Bid Measure Quantity 26 05 00 EA 4 Unit Price Bidder's Proposal Bid Value IV-19 2605.3004 1 1/4" CONDT RM (Riser) 26 05 33 LF 140 IV-20 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 679 IV-21 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,490 IV-22 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 220 IV-23 3441.1001 3-Sect Signal Head Assmbly 34 41 10 EA 32 IV-24 3441.1011 Ped Signal Head Assmbly 34 41 10 EA 32 IV-25 3441.1021 2" Ped Push BTN Station W/ Sign (SIG Pole) 34 41 10 EA 16 IV-26 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 34 41 10 EA 16 IV-27 3441.1203 Install Radar Presence Detect System 3441 10 EA 16 IV-28 3441.1208 Install Emergency Vehicle Preemption System 3441 10 LS 4 IV-29 3441.1313 8/C 14 AWG Multi -Conductor Cable 34 41 10 LF 377 IV-30 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,651 IV-31 3441.1408 NO 6Insulated Elec Condr 3441 10 LF 1,974 IV-32 3441.1409 NO 8 Insulated Elec Condr 34 41 10 LF 3,312 IV-33 3441.1414 NO 8 Bare Elea Condr 3441 10 LF 1,413 IV-34 3441.1503 Ground Box, Large, w/ Lid Apron 34 41 10 EA 16 IV-35 3441.1606 Install10'-14'Ped Pole Assmbly 34 41 10 EA 16 IV-36 3441.1617 Install Type 41 Signal Pole 34 41 10 EA 16 IV-37 3441.1626 Install Mast Arm16'-36' 34 41 10 EA 16 IV-38 3441.1701 TY1 Signal Foundation 34 41 10 EA 16 IV-39 3441.1703 TY 3 Signal Foundation 3441 10 EA 16 IV-40 9999.0100 Furnish/Install Decorative Plastic Wrap around 99 99 00 EA 3 Controller Cabinet IV-41 3441.1722 Fumish/Install Controller & Cabinet, Ground MNT 5441 10 EA 4 Illumination I IV-42 3441.1502 Ground Box, Small, w/Lid 3441 10 EA 11 1 IV 43 3441.3003 Rdwy Illum Assmbly TY 18 (Fixture, Pole & Arm) 34 41 20 EA 15 (Black) IV-44 3441.3021 Ornamental Assmbly Type A14/20, Simple (Black) 3441 20 EA 51 i IV-448 3441.3021 Ornamental Assmbly Type A11/20, Simple (Black) 34 41 20 EA 15 1 IV-45 3441.3302 Rdwy Illum Foundation TY 3 (Roadway) 34 41 20 EA 15 IV-46 3441.3303 Rdwy Ilium Foundation TY 5 (Pedestrain) 3441 20 EA 66 Unit IV - Sustainable Development Improvements Total: MY Or TOZT NORM 00 42 43 ➢ D PROPOSAL -ADDENDUM 1 Pa{e9 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No. Bidlist Item No. (U111tY SycamoeCreekBridge Project Item Information Description V-1 3123.0101 Unclassified Excavation V-2 9999.0070 Low Profile Concrete Barrier (TxDOT Item 512) Tv esi V-3 9999.0071 ow' Profile Concrete Barrier (TxDOT Item 512) (Tones Ill V-4 9999.0072 Temporary Special Shoring (TxDOT Item 403) V-5 9999.0073 Drill Shaft (18") V-6 9999.0073 Drill Shaft (36") V-7 9999.0074 CL C Conc (Abut) V-8 9999.0075 CL S Conc (Appr Slab) V-9 9999.0076 Reinf Conc Slab V-10 9999.0077 Prestr Conc Girder (TX40) V-11 9999.0078 Conc Surf Treat (Class I) V-12 9999.0079 Riprap (Cone) (5 In) V-13 9999.0080 Structural Steel (Misc Bridge) V-14 9999.0081 Rail (TYT411) V-15 9999.0082 Sealed Expansion Joint (4 In) (SEJ-A) V-16 9999.0083 TxDOT ADA Handrail (TxDOT Item 450)(Type C) Unityi PubllaArtFou dath VI-1 9999.0090 Drilled Piers (18") VI-2 9999.0090 Reinforced Concrete Slab (2' Thick) Unit 1- Water Line Improvement Total Unit II - Sewer Line Improvement Total Unit III - Paving and Drainage Improvement Bid Items Unit IV - Sustainable Development Bid Items (Nashville to Collard) Unit V - Sycamore Creek Bridge Unit VI - Public Art Foundation Specification I Unit of Teasure 31 2316 CY 99 99 00 LF 99 99 00 LF 99 99 00 SF 99 99 00 LF 99 99 00 LF 99 99 00 CY 99 99 00 CY 99 99 00 SF 99 99 00 LF 99 99 00 SY 99 99 00 CY 99 99 00 LB 99 99 00 LF 99 99 00 LF 99 99 00 LF 99 99 00 VF 99 99 00 SF Bld Summary Bid Quanti 6,240 260 40 1,850 80 610 90 110 6,120 895 770 110 308 230 112 115 Bidder's Proposal Unit Price 1 Bid Value Unit V - Sycamore Creek Bridge Total: Unit VI Public Art Foundation Total: Unita I & 1I Total: Total Base Bld (Unita 1-VI): aMMYCATVIOM r11. 2222e2 EigH 22222 Rag 4"4 tit Erit- EQUAL STEPS CC J v00 in y 6" I MIN 11" CONCRETE STEP DETAIL _. NOT TO SCALE CLASS "B" LAP SPLICE N0. 1 2 3 A A A A REVISIONS DESCRIPTION FREESE 'iNICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com foFsSE. .;cEN;lf J, 11t1���:: � Freese and t0chds, Inc. Twos Registered Engneeri g Firm F-2144 CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL EKLST/NG TREES FENCES, RETAININGWAus AND ST STTECTRUCTURES UNLESS Oma(W)SEw0006). THE CONTRACTOR SHAH. CONTACTTHEFOLLOW1NG AT LEAST48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T FORT WORTH WATER DECO: FIFS.D OPERATIONS FORT WORTHT&PW 81 392.8100 ATMOS ENERGY 81 215-4366 ONCOR GAS &ELECTRIC 81 215-6214 TXU ENERGY -8 233-2133 SOCTELEPHONE (81 338-6019 ALL OTIERI FACILITIES 181 D1G-TESS 96272E 1-800-878-8711 HORIZONTAL & VERTICAL CONTROL JNIERNAL# FILE# LTIYPRQJECP #0014_2 TPWPROJECT #00000 a-0000 MAPSCONO 774E 781,K,,M CITY OF FORT WORTH, 1'L.XAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PR(V T? A VI1ITNG W & CAPITAL PROJECTS DIVISION H EAST ROSEDALE STREET rn CONCRETE STEPS DESIGNED- MRA DATE SHEET tJ7 DRAWN: E8 NTS 11/06/2012 128ADFSAACs W FULL SIZE SCALD Office, ILOCATIONI IACCOUNR Date, /DATES User: IUSERR0NESETLEL$ 6" CURB (AS REQUIRED) EXPANSION JOINT (TYP.) SIDEWALK br N a E2RT CITY OF FORT WORTH, TEXAS TYPE M-3 MID -BLOCK RAMP (SIDEWALK ADJACENT TO CURB) LANDING (5' X 5' MIN.) 6" CURB (AS REQUIRED) EXPANSION JOINT (TYP.) SIDEWALK Ems N ¢ LIMITS OF PAYMENT FOR RAMP ./-- LANDING RAMP _ (5' X 5' MIN.) RAMP 12:1 MAX. 12:1 MAX. 20:1 MIN. 20:1 MIN. 'I, NI/ NT/ NT/ NI, NON -WALKING `I '1' J, 'J, SURFACE / NI/ NJ/ NJ/ REVISED: 08-31-2012 32 13 20-D538 Na N!/ .I/• , ... . • DETECTABLE WARNING SURFACE PER 32 13 20-D545 5' (MIN.) • RAMP 12:1 MAX. 20:1 MIN. CURB TRANSITION SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) N N N SIDEWALK NI/ .I/ Ni, NI, NI/ NI/ .I, NI/ NI, .I/ .I/ NI, NI/ .I/ NI, NI/ 'I, NI/ NI/ \!/ 6" CURB (AS REQUIRED) CITY OF FORT WORTH, TEXAS TYPE M-2 MID -BLOCK RAMP (SIDEWALK ADJACENT TO NON -WALKING SURFACE) FACE OF CURB 5' MIN. DETECTABLE WARNING SURFACE PER 32 13 20-D545 FORT WORTH RAMP 12:1 MAX. 20:1 MIN. CURB TRANSITION REVISED: 08-31-2012 32 13 20-D539 SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) xa SIDEWALK . N FACE OF CURB LIMITS OF PAYMENT FOR RAMP EXPANSION JOINT (TYP.) SIDEWALK WALKING SURFACE NX N a CURB TRANSITION LANDING (5' X 5' MIN.) 5' MIN. SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) SIDEWALK DETECTABLE WARNING SURFACE PER 32 13 20-D545 CURB TRANSITION CITY OF FORT WORTH, TEXAS TYPE M-1 MID -BLOCK RAMP (SIDEWALK ADJACENT TO WALKING SURFACE) LIMITS OF PAYMENT FOR RAMP FACE OF CURB REVISED: 08-31-2012 32 13 20-D537 Dff:cafort North FT11212 Deb: Nov.29. 2D12 - DB :15:21 PH Users ewe F:leid:\af\Orav:n4sVIM Oeto:7a\0537 - 0539.13,1 NOTES TO DESIGNER: 1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE. 2. SET GRADES TO CONVEY STORMWATER WITHIN R.O.W. OR EASEMENTS. 3. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN. 4. MODIFY DETAIL TO MEET SPECIFIC CONDITIONS. 5. DUMMY JOINT SPACING SAME AS SIDEWALK WIDTH. X' STANDARD SIDEWALK DUMMY JOINT SPACING STD.• CURB & GUTTER m CONSTRUCTION JOINT PER 32 13 13—D511 OR 32 13 13—D512 DRIVEWAY NOTES: 1. INSTALL EXPANSION JOINT (SEE DETAIL — THIS SHEET) WHERE DRIVEWAY CONNECTS TO SIDEWALK. PLACE EXPANSION JOINT FOR CONNECTION TO EXIST DRIVE AT BACK OF SIDEWALK. IF DRIVE CONSTRUCTION EXTENDS BEYOND ROW, PLACE EXPANSION JOINT AT BACK OF SIDEWALK THEN PLACE CONSTRUCTION JOINT PER 32 13 13—D512 AT CONNECTION WITH EXISTING DRIVE. 2. DUMMY JOINT IN DRIVEWAY RAMP IS OPTIONAL IN 11'-0" DRIVEWAY ONLY. DUMMY JOINT(S) IN DRIVE REQUIRED TO CORRESPOND WITH JOINT(S) IN CONCRETE PAVING. 3. SIDEWALK SECTION THRU DRIVEWAY TO BE POURED SAME THICKNESS AS DRIVEWAY APPROACH, AND PAID FOR AS DRIVEWAY APPROACH. EXISTING SIDEWALK, IF ANY, SHALL BE REMOVED AND REPLACED. 4. MATCH CONCRETE PAVING THICKNESS FROM BACK OF CURB TO CONSTRUCTION JOINT TIE IN TO CONCRETE PAVING. 5. THE GRADE BREAK AT THE GUTTER LINE AND AT ANY POINT WITHIN 10 FEET OF GUTTER LINE MUST NOT EXCEED 12 PERCENT. 6. ALL CONCRETE SHALL BE CLASS "A" PER SECTION 32 13 20. AMA 2" X 2 Q t4,. o O ry _' SIDEWALK 0.5% (MIN.) 5% MAX III-1 I I' _111=111-I SEE NOTE 1 11'-0" FOR SINGLE DWY. -- 18'-0" FOR DOUBLE DWY. SEE NOTE 1 /REINFORCE 6" DRIVE W/ #3 BARS ® 18" O.C.B,W. SAWED DUMMY' JOINT PER 32 13 13-516 SEE NOTE 2 •-A GUTTER ►-A -- 10'-0" MIN. SINGLE DWY. 17.-0" MIN. DOUBLE DWY. 20'-0" MIN. SINGLE DWY. 27'-0" MIN. DOUBLE DWY. DRIVEWAY PAY LIMIT •PARKWAY WIDTH SEE NOTE 3 R.O.W. /� REINFORCE X" WALK WITH #3 BARS /I/ 18" 0.C.B.W. CONSTRUCTION JOINT PER 32 13 13—D511 OR 32 13 13—D512 — 9" BLOCKOUT FROM BACK OF CURB FOR DRIVEWAY APPROACH —SAWED DUMMY JOINT PER 32 13 13-516 om Y � Q co CONCRETE !" PER FT, CRIVEWAY PAVEMENT • 12q nfe (MfN.) REINFORCE 6" DRIVE W/#3 BARS ® 18" O.C.B.W. COMPACTED SUBGRADE PER SECTION 32 13 20 12" TYP om 1 K U 0 a� m BLOCKOUT CONSTRUCTION JOINT PER 32 13 13—D511 OR 32 13 13—D512 SEE NOTE 4 STABILIZED SUBGRADE PER PAVING TYPICAL SECTION #3 BARS 0 18" 0.C.B.W. II T/2 } l-nl-liri_-lii= =n I J I I-1 I I-1 a=1 N #4 x 24" SMOOTH DOWEL ® 18" 0.C. 1 4„ 111= - III�1 I 1 I ICI I I-1 I1-III 1 I I; -;1I COMPACTED SUBGRADE PER SECTION 32 13 20 #4 x 20" SMOOTH DOWEL ® 18" O.C. INTO EXISTING PAVEMENT EXISTING CONCRETE DRIVE/SIDEWALK — 12" DOWEL COATING W/ GREASE EXPANSION JOINT, FORMED GROOVE ROUNDED TO 4" RADIUS WITH SILICONE JOINT SEALER AND REDWOOD EXP. JOINT FILLER PER 32 13 13— D517 14" MIN. CLEARANCE 111-11I III;,. DOWEL SLEEVE OR CAP TO FIT DOWEL AND BE SECURED BAR STOP -- EXPANSION JOINT WITHOUT DOWEL SUPPORT BASKET PER 32 13 13—D517 MIN. RANCE 2" M N. 11-III=III=III=III=111*111-1 11, ; ,111-(_i-1 11-. COMPACTED SUBGRADE PER SECTION 32 13 20 MIN BAR STOP #3 BARS ® 18" O.C.B.W. PROPOSED DRIVE :I I 1-1 I 1-111-1 11-111-1 111 DOWEL SLEEVE OR CAP TO FIT DOWEL AND BE SECURED CITY OF FORT WORTH, TEXAS CONCRETE RESIDENTIAL DRIVEWAY APPROACH WITH RADIUS - CONCRETE PAVING T/2 T 509 REVISED: 08-31-2012 32 16 13-D527 Off,ceFort Worth FT,12129 Detei Dec.03,2012 - 00:36;29 PM Usen cro F,IenNo\tf\Drawings\FTN Detnlln\D527 - CONCRETE RESIDENTIAL DRIVEWAY APPROACH WITH RADIUS - CONCRETE PAVING.dgn TRENCH GETOTEXTILE FABRIC — ONLY IF ANNULAR SPACE IS FILLED WITH CRUSHED ROCK BACKFILL PER IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFILL ACCEPTABLE BACKFILL COMPACTED TO 95% PER SECTION 33 05 10 6" MIN. AND \ 12" MAX. BEDDING -- TRENCH GETOTEXTILE FABRIC ONLY IF INITIAL BACKFILL IS CRUSHED ROCK i + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ri- + VARI4BLE DIM. + + + + + + + + � I I 111111 I II I I I FILL THE ANNULAR SPACE BETWEEN MULTIPLE BOXES WITH CRUSHED ROCK OR CLSM PER SECTION 03 34 13 REVISED: 08 31--2012 33 0510- 403 011ice: Fort Worth FT112129 Dote: Dec. 03, 2012 - 02:51.11 PM user jc C )c VARI 4BLE DIM. 7,-, (Fr:, 17, SPACE TO ALLOW / / FOR PROPER CONSOLIDATION, 6" MIN. CRUSHED ROCK PER SECTION 33 05 10 CITY OF FORT W0RTH, TEXAS EMBEDMENT FOR STORM SEWER REINFORCED CONCRETE BOX ALL SIZES 0223Yde: N:\il\Drorrings\FTW Detods\O402 - EMBEDMENT FOR RCP STORIA SEWER ALL SIZES.dgn I, 24" MIN. TRENCH WALL CLEARANCE TO ALLOW FOR PROPER COMPACTION (TYP.), 6" MIN. ALLOWED WITH CSS, CLSM OR CRUSHED ROCK MATERIAL USE BACKFILL ABOVE PIPE SPRING -LINE 6" MIN. AND 12" MAX. - BEDDING TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 12" MIN. TRENCH WALL CLEARANCE (TYP.) BACKFILL misVk .v Italia le Aft •�•�WIP �� sio4 _i.•� r• -• • • 70,1 .W. W W. aWti�ti�141-1 • • • • • • • • • • o • Ilk's, II .4111m. CITY OF FORT WORTH, TEXAS EMBEDMENT FOR RCP STORM SEWER ALL SIZES 0 . 4- N 0) 0 > u) 000D LO+ n. N N + 0 + OW L•- C3UE L c0 0)0)OL 0) 0+4- C aNC O L N C w n=+ N T+D OC4• u) CD L !- LC 04- 0 0) ID 0) +ONE TX CU .0 F- 0 0 TO0 013 O) C O)+ + N 0 0ENw 04- 0) N L O.- >, • +4- '0- 0 C-0) L•-•- L O Y a L C •- C cc 0 0 - +oa•- N 4 )0 0000 L - _C 4 4-4- OL 4• 0000 O L N N L 0)+ 010E0 W N 3 D E WD NL - O0O aLz04- _II- . I- L o C o + o aHxo TABLE OF VARIABLE DIMENSIONS AND QUANTITIES FOR ONE HEADWALL® w a -J J It CD o w an. oa 12" 15" 1 18" 121" 24" 27" 30" iv 33" 36" 42" 48" 54" 60" 66" 72" 12" 15" 18" 21" 24" 27" 30" 33" 36" 42" 48" 54" 60" 66" 72" 12" 15" 18" 21" 24" 27" 30" a 33" 36" 42" 48" 54" 60" 66" 72" 12" 15" 18" 21" 24" 27" 30" 3 003" 36" 42" 48" 54" 60" 66" 72" Values for one Pipe Reinf Conc w (Lbs) (CY) l / 9'- 0" 122 1 . 1 10'- 3" 136 1.3 11'- 6" 163 1.5 12'- 9" 200 1.8 14'- 0" 217 2.1 15'- 3" 254 2.4 16'- 6" 272 2.7 17'- 9" 314 3.1 19'- 0" 371 3.9 21'- 6" 442 4.9 25'- 0" 569 6.4 27'- 6" 701 7.5 30'- 0" 794 8.8 32'- 6" 894 10.2 35'- 0" 1055 11.7 13'- 0" 175 1.6 14'- 9" 193 1.9 16'- 6" 228 2.2 18'- 3" 299 2.6 20'- 0" 323 3.0 21'- 9" 371 3.5 23'- 6" 415 4.0 25'- 3" 469 4.6 27'- 0" 556 5.7 30'- 6" 675 7.1 35'- 6" 837 9.2 39'- 0" 1015 11.0 42'- 6" 1171 12.9 46'- 0" 1298 14:9 49'- 6" 1561 17.1 17'- 0" 229 2.0 19'- 3" 266 2.4 21'- 6" 308 2.9 23'- 9" 382 3.5 26'- 0" 430 3.9 28'- 3" 486 4.7 30'- 6" 539 5.2 32'- 9" 603 6.0 35'- 0" 738 7.5 39'- 6" 881 9.3 46'- 0" 1102 12.1 50'- 6" 1364 14.4 55'- 0" 1547 16.9 59'- 6" 1741 19.5 64'- 0" 2069 22.4 25'- 0" 336 3.0 28'- 3" 384 3.6 31'- 6" 452 4.2 34'- 9" 581 5.1 38'- 0" 644 5.8 41'- 3" 737 6.9 44'- 6" 807 7.7 47'- 9" 912 8.9 51'- 0" 1108 11.0 57'- 6" 1318 13.7 67'- 0" 1674 17.9 73'- 6" 2064 21.3 80'- 0" 2343 24.9 86'- 6" 2635 28.9 93'- 0" 3123 33.1 Va for lues to be added each cddt'I Pipe Reinf Conc W (Lbs) (CY) 1'- 9" 15 2'- 2" 16 2'- 8" 19 3'- 1" 31 3'- 7" 34 3'-11" 37 4'- 4" 40 4'- 8" 43 5'- 1" 46 5'-10" 52 6'- 7" 59 7'- 6" 82 8'- 3" 90 8'- 9" 96 9'- 4" 103 1'- 9" 14 2'- 2" 17 2'- 8" 19 3'- 1" 31 3'- 7" 33 3'-11" 37 4'- 4" 40 4'- 8" 43 5'- 1" 46 5'-10" 52 6'- 7" 59 7'- 6" 84 B'- 3" 91 8'- 9" 98 9'- 4" 103 1'- 9" 15 2'- 2" 17 2'- 8" 19 3'- 1" 31 3'- 7" 34 3'-11" 37 4'- 4" 40 4'- 8" 42 5'- 1" 47 5'-10" 52 6'- 7" 61 7'- 6" 84 8'- 3" 91 8'- 9" 98 9'- 4" 102 1'- 9" 14 2'- 2" 17 2'- 8" 19 3'- 1" 31 3'- 7" 34 3'-11" 37 4'- 4" 39 4'- 8" 44 5'- 1" 48 5'-10" 54 6'- 7" 59 7'- 6" 83 8'- 3" 89 8'- 9" 96 9'- 4" 101 (i) 0.2 0.2 0. 3 0. 4 0. 4 0.5 0.6 0. 6 0. 8 1.0 1.3 1.6 1.8 2.0 2.3 0.2 0.2 0. 3 0. 4 0.4 0. 5 0. 5 0.6 0.8 1.0 1.3 1.6 1.8 2.0 2. 3 0. 2 0.2 0. 3 0. 3 0. 4 0.5 0.6 0. 6 0. 8 1.0 1.3 1.6 1.8 2.0 2.3 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.8 1.0 1.3 1.6 1.8 2.0 2.3, W W/2 Structure Pipe or Pipes w ELEVATION W Toe of Slope Bars E Bors AI Bars E-. r-Bors A CL Structure PLAN OF NON -SKEWED PIPES Bars E Bars F1 Bars A2 Bors Bars AI OQuantities shown are for concrete pipe and will increase slightly for metal pipe installations. 0 Indicated slope is perpendicular to centerline Pipe or Pipes. (�3 For vehicle safety, curbs shall project no more than 3" above finished grade. Curb heights shall be reduced, if necessary, to meet these requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. 4O Quantities shown ore for one structure end only (one headwall). Finished Grode (Roadway Slope) SECTION N 0) 0 288A K.509 Bars A2 Dors F 17, Bars F2 -Bars F1 LT. CI 0 w an 00 12" 15" .18" 21" 24" 27" 30" 33" 36" 42" '48" 54" 60" 66" 72" TABLE OF CONSTANT DIMENSIONS G K H T E 9" 1'- 0" 11" 1'- 0" 1'- 2" 1'- 0" 1'- 4" 1'- 0" 1'- 7" 1'- 0" 1'- 8" 1'- 0" 1'-10" 1'- 0" 1'-11" 1'- 0" 2'- 1" 1'- 0" 2'- 4" 1'- 0" 2'- 7" 1'- 3" 3'- 0" 1'- 3" 3'- 3" 1'- 3" 3'- 3" 1'- 3" 3'- 4" 1'- 3" 2'- 8" 2'-11" 3'- 2" 3'- 5" 3'- 8" 3'-11" 4'- 2" 4'- 5" 4'- 8" 5' - 2" 5'-11" 6'- 5" 6'-11" 7'- 5" 7'-11" 9" 1'- 9" 9" 1' - 9" 9" 1'- 9" 9" 2' - 0" 9" 2'- 0" 9" 2'- 3" 9" 2'- 3" 9" 2'- 6" 1'- 0" 2'- 6" 1'- 0" 2'- 9" 1'- 0" 3'- 0" 1'- 0" 3'- 3" 1'- 0" 3'- 6" 1'- 0" 3'- 9" 1'- 0" 4'- 0" TABLE OF L: REINFORCING STEEL Bar Size Spa No. Al # 5 - 2 A2 # 5 1'-6" E # 5 - 2 F # 5 1'-0" E - 13" BARS F2 GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Reinforcing steel shall be placed with the center of the outside layer of bars 2" from the surface of the concrete. All reinforcing steel shall be Grade 60. All concrete shall be Class "C" and shall have a minimum compressive strength of 3600 psi. No bridge roils of any type may be mounted directly to these culvert headwalls. * Texas Deportment of Transportation Bridge Division CONCRETE HEADWALLS WITH PARALLEL WINGS FOR NON -SKEWED PIPE CULVERTS FILE: chpw0ste.dgn ©TxDOT February 2010 REVISIONS DR: CH-PW-O TxDOT IcK: TxDOT IDn: TxDOT DISTRICT COUNTY FEDERAL AID PROJECT ONTROL SECT cK: GAF SHEET JOB HIGHRAY 00 R.O.W. STAMPED AND STAINED CONCRETE, TYP.; HERRINGBONE PATTERN TO RUN PARALLEL TO CENTERLINE OF CROSSWALK AS SHOWN STAMPED AND STAINED CONCRETE (TYP.) (SEE CIVIL DETAILS) --.- NOTE: REMOVE AND REPLACE IN -GROUND TWU CONCRETE BAND LOGO EMBLEM (INCLUDING R- TED LIGHTING AND DECORATIVE QAMEL) TO LANDSCAPE A CHAT COTD WILLNEW PROVIDE IDEWALK. DETA LED DIMENSIONS TO CONTRACTOR BASE) ON CURRENT TWU LOGO GRAPHIC. D MOT DISTURB EXISTING TWU SIGN WALL. STREET LIGHT LOCATION; SEE ELECTRICAL SHEETS- --STAMPED AND - STAINED CONCRETE, TYP.; DOUBLE SOLDIER COURSE G i, ) (TYR) 10' 00 1 R.O.W. J c�rr, Sq EXISTING TWU SIGN WALL PEDESTRIAN LIGHT ON WALL COLUMN; SEE ELECTRICAL SHEETS SEAT WALL W/ NOTE: WHERE EXCAVATION FOR NEW CONSTRUCTION IS REQUIRED WITHIN TREE PROTECTION ZONES, HAND EXCAVATE AS REQUIRED TO PREVENT ANY DAMAGE TO TREE ROOTS. USE NARROW -TINE SPADING FORKS, COMB SOIL TO EXPOSE ROOTS. LIGHT DUTY BRICK PAVERS - DOUBLE SOLDIER COURSE; SEE SHEET 424 LIGHT DUTY BRICK PAVERS, TYP. - HERRINGBONE COLUMN; PATTERN; - -SEE -SHEET-425- - - - - -- - SEE. •SHEE-T-421 U 2 E. ROSEDALE STREET STREET LIGHT LOCATION; SEE ELECTRICAL SHEETS LEGEND LIGHT DUTY BRICK PAVERS I � STAMPED AND STAINED CONCRETE EXPANSION JOINT IN BRICK PAVER SIDEWALK; SEE SHEET 430 BENCH O TRASH RECEPTACLE 1- - STREET CURB; SEE CIVIL PLANS TREE AERATION PIPE; SEE SHEET 424 NON -PAVED PLANTING BED; SEE PLANT SHEETS MASONRY KIOSK; SEE SHEET 428 SEAT WALL/PLANTER; SEE SHEET 429 4'X4' TREE GRATE; SEE PLANTING SHEETS PEDESTRIAN LIGHT (SEE ELECTRICAL SHEETS) LIGHT DUTY BRICK PAVERS - DOUBLE SOLDIER COURSE; SEE SHEET 430 LIGHT DUTY BRICK PAVERS, TYP. - HERRINGBONE PATTERN; SEE SHEET 430 FORMED 8" CONCRETE BAND; SEE SHEET424 STREET -CURB; SEED IVIL PLANS 156+00 SEE 'SHEET 430 FOR DETAIL LAYOUT OF DOUBLE SOLDIER COURSE PAVERS AT TREE WELLS, TYP. ©SEAT WALL W/ COLUMN: SEE SHEET425 AND426 E 1 PEDESTRIAN LIGHT ON WALL COLUMN (SEE ELECTRICAL SHEETS 0 ID' 20' SCALE IN FEET N0. 2 3 A A A A REVISIONS DES0R LION ADDENDUM 1 �7 FREESE 4055 Internotionol Plozo, Suite 200 Fort Worth. TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.(reese.eom NOTES: 12/04/12 1. COLOR OF ALL DETECTABLE WARNING STRIPS SHALL MATCH COLOR OF DOUBLE SOLDIER COURSE SIDEWALK PAVERS; SUBMIT SAMPLES TO ENGINEER FOR APPROVAL. 2. ALL STAMPED AND STAINED HERRINGBONE PATTERN AND DOUBLE SOLDIER COURSE BAND CONCRETE IN THE CROSSWALKS SHALL MATCH COLOR OF SIDEWALK PAVERS, PATTERNS, AND BANDS, RESPECTIVELY. APPLY COLOR WITH DRY -SHAKE COLOR HARDENER. 3. REFER TO SHEETS 424 AND 430 FOR SIDEWALK PAVING DETAILS /2, o4: 2-- Toros Regsle,od Eng ecn Inc.rF•2144 CONSTRUCTION NOTES NOTE: CONTRACTOR SFIALL PROTECT ALL EXISTING TREES, FENCES. RL•TAIl0NG WALLS AND STRUCTURES UNLESS OTI IERWISE NOTED. THE CONTRACTOR SILALL CONTACT THE FOLLOWING AT LEAST 4S HOURS PRIOR TO FXCAVATINO AT EACH LOCATION: AT&T FORT WORTH WATER DEFT: FIELD OPERATIONS FORT WORTH T&PW ATMOS ENERGY ONCOR GAS & ELECTRIC TXU ENERGY SEC TELEPHONE CHARTER COMM. ALL OTHER FACILITIES I-1:00-S7S5711 017)87142)6 (S1711392-6100 (S17)215-4366 1Su)215-6114 S00-23]-1133 (1117)333-6R(9 10117)509-6272 EXT. 3363 490•DIU•TESS HORIZONTAL & VERTICAL CONTROL INFERNAL N FILE# CITY PROJECT /100142 TRW PROJECT / 00000 K-0000 AIAPSCO NO. 7701, 7SI,1 S L, A ( CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION EAST ROSEDALE STREET SIDEWALK PAVING PLAN STA 154+00 TO 156+31.75 DESIGNED: or SCALE IZE 1 DATE: SHEET DRAWN! RSP 1 11/06/2012 4150E 501 0 DATE 48 0 0 0 01 ficer Dolce FT112129 Dole, Dec. 04, 2012 - 0928,51A1.1 User, rsp Fie*N+\LS\Dronings\L-;nu-p(-LP-108.sh1 FACE OF BRICK VENEER SEAT WALL„ G.OLUjVIN,CAP 1 NOT TO!SCALE V ' ' V NON -CORROSIVE METAL ANCHOR 1/e" HIGH PEAK 0 CENTER OF CAP TWU AREA Al I t-= . %" HIGH PEAK AT CENTER OF CAP CAST STONE CAP %" TOOLED SQUARE MORTAR JOINT 1 4" DEPTH, TYP. MODULAR BRICK VENEER, TYP. CARVED BRICK 'PANEL' (FRONT SIDE ONLY); COORDINATE W/ ARTIST SEAT WALL COLUMN @ TWU 427 NOT TO SCALE I/2" X 1/2" BEVELED EDGE (TYP. ALL EXPOSED EDGE OF CAST STONE CAP) FILL BOTTOM OF BRICK LEDGE W/ CONC. OR GROUT AS REQUIRED FOR LEVEL CONTINUOUS COURSING OF BRICK. FILL SHALL NOT BE VISIBLE; BOTTOM OF LOWEST BRICK COURSE SHALL BE BELOW SIDEWALK FINISH GRADE. 24" SPLICE 7.. 6" CAST -IN -PLACE CONCRETE SLAB - FINISH GRADE CAST -IN -PLACE CONCRETE SLAB AREA - FRONT ELEVATION CAST STONE SEATWALL CAP NON -CORROSIVE METAL ANCHOR, MIN. 2 PER SIDE (4 TOTAL PER CAP) EMBED 2" INTO CAP AND CMU GROUT -FILLED CELL. (SECURE BY CAST -IN -PLACE GROUT OR EPDXY) 4 - J BOLT ANCHORS FOR LIGHTS (SET 18" INTO CAST -IN -PLACE CONCRETE); COORDINATE POSITION OF BOLTS W/ LIGHT POLE MANUFACTURER TO LOCATE LIGHT POLE IN CENTER OF COLUMN (BOTH DIRECTIONS) CAST -IN -PLACE CONCRETE CORE 4" X 8" X 21/4" BRICK PAVERS (TYP.) 44 REBAR LOOPS SPACED AT 10" 0.C. (3 0 TOP) 4-44 L-SHAPED REBAR (0 CORNERS OF COLUMN) 5 REBAR 0 16" O.C., BOTH WAYS SEAT WALL COLUMN © TWU AREA - SECTION 427 NOT TO SCALE WHERE DRAIN INLET LOCATIONS OCCUR, EXTEND EDGE OF BRICK SOLDIER COURSE AS SHOWN NOTIFY ENGINEER OF ANY DISCREPANCY IN FINISH GRADE AT TOP OF INLET AND AT TOP OF SIDEWALK PRIOR TO CONSTRUCTING SIDEWALK EXPANSION JOINT AT BACK OF CURB AND ALONG BACK OF INLET f Y l DRAIN INLET EXPANSION JOINT DETAIL 427 NOT TO SCALE IV' RADIUS TOOLED EDGE (UPPER EDGE) V-0" 2 - NO. 4 CONTINUOUS; 24' OVERLAP W/ THREE EQUALLY SPACED 7 WIRE TIES AT ALL SPLICES N. CLEAN SHARP AGGREGATE, UNIFORM SIZE. FREE OF FINES 44 X 8' BAR BRACE @ 4' O.C. '/f RADIUS TOOLED EDGE (LOWER EDGE) FINISH GRADE fit 6� COMPACTED TOPSOIL n CONCRETE LANDSCAPE EDGE DETAIL 427 NOT TO SCALE NO. 2 3 A A REVISIONS DESCRIP110N ADDENDUM 1 r7 IUICHOLS► 4055 International Plato, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com 0 0 DALE 4b 12/04/12 NOTES: 1) FACE BRICK SHALL 8E MODULAR CAST OR TUMBLED FACE BRICK (21/4" X 3 8" X 7//R") MANUFACTURED BY ENDICOTT BRICK. rf COLOR SHALL BE TAN/ORANGE BLEND (TO COMPLIMENT PAVER COLOR.) 2) MORTAR COLOR SHALL MATCH LIGHTEST COLOR OF BRICI( COLOR BLEND. 3) SUBMIT BRICK AND MORTAR PRODUCT DATA AND SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4) CAST -IN -PLACE CONCRETE SHALL HAVE 3500 PSI STRENGTH AT 28 DAYS. 5) SUBMIT SHOP DRAWINGS AND SAMPLES OF CAST STONE TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. l- ,o1 cam. Freese and Mch9ls, Inc. Teens Regisiued Eng;neerng Firm F-2144 CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTt)ER VISE NOTED. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST4S HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T FORT WORTH WATER DEPT,-FIELD OPERATIONS FORT WORTH: T&PW ATN1OS ENERGY ONCOR GAS & ELECTRIC TXU ENERGY SEC:TELEPHONE CHARTER COMM. ALL OTHER FACILITIES 1-600-876.671I 1617 F71-S296 81 92-6I00 S17 2154766 1617 233-213 33-213i S17)33&68I9 8171509-6272 EXT. 3363 -0431(1-TPSS HORIZONTAL & VERTICAL CONTROL INTERNAL 4 FILE# c'IrYPROJECT '0074T TP)VPROJECT HOOWO K•0000 MAP.SCO NO. 77M, 781,K.4M CITY OF FORT WORTI-1, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION EAST ROSEDALE STREET DESIGNED: DT DRAWN: RSP WALL, COLUMNS, AND MONUMENT DETAILS FULL SIZE SCALE: DAT E. 3/06/2012 I 427 OF 501 SHEET 0 0 0 EAST ROSEDALE STREET Officer Oalos FT112129 Dole: Dec. 04., 2012 - 10:)8:29 AM User: rsp Fle: N:\LS\0rawings\L-)wu-pt-LP-120.sht REVISIONS nny JJJJ JJJJJ MEN Office: Oohs (0 0 r 8'XI6'X8' CMU CORE WALL NOTE: VERIFY DIMENSIONS W/ ENGINEER AND SUBMIT SHOP DRAWINGS AND SAMPLES TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION a: 41/ 1 1 BRICK VENEER //7 EDGE OF CAST STONE CAP ABOVE 4#4 VERT. REINF. FILL SPACE BETWEEN BRICK VENEER AND CMU CORE WALL SOLID WITH GROUT (TYP.) CORROSIVE • 4'-0" 4'-8" n MASONRY KIOSK SECTION 4�� OT'TO SCALE=.. 4'-0" I I I I I I I I I I I I I I I I I CAP ANCHORS EDGE OF �— CONCRETE FOOTING BELOW NfeThr- CAST STONE CAP HISTORIC PLAQUE W/ CARVED BRICK 'FRAME' (1 SIDE): COORDINATE W/ ARTIST CARVED BRICK 'PANEL' (3 SIOES);COORDINATE W/ ARTIST CARVED BRICK 'CORNER' (4 CORNERS); COORDINATE W/ ARTIST RUNNING BOND BRICK VENEER, TYP. CAST STONE BAND D SQUARE MORTAR TOOLEJOINT DEPTH, TYP. CAST -IN -PLACE CONCRETE \--SIDEWALK FINISH GRADE MASONRY KIOSK ELEVATION 428 NOT TO SCALE AJt. ?� ft. FT112129 Dote: Dec. 04. 2012 - 092901 AN User: rsp Fda: N:\L5\Dtonings\L-Um-pl-LP-12Lshl J\ 1/2"X 91A" RECYCLED RUBBER EXPANSION JOINT MATERIAL (TYP.) 1. EXISTING THURBER' STREET BRICK EXISTING TEXAS' CONCRETE PAVER NOTE: SMALL AREA OF SIDEWALK PAVERS SURROUNDING MASONRY KIOSKS SHALL USE (IN LIEU OF BRICK PAVERS) EITHER EXISTING 'THURBER' BRICK OR EXISTING 'TEXAS' CONCRETE PAVERS AS DIRECTED BY LANDSCAPE ARCHITECT SPECIAL PAVERS AROUND KIOSKS NOT TO SCALE 2'-4" 4" R 4" 3'-10112" CAST STONE CAP DETAIL SCAL 4'-0" 0 (V N 1" DEPTH p; ELASTOMERIC p p JOINT SEALANT (TYP.) o 9.. 4,• 2'- /4" 75�9 ,j 5'-6" 4,• 5%' 4., 9" MASONRY KIOSK SECTION `428 NOT TO SCALE \ }'• .>A N CAST STONE CAP <+ NON -CORROSIVE METAL ANCHOR, MIN. 2 PER SIDE (8 TOTAL PER CAP) EMBED 2' INTO CAP AND CMU GROUT -FILLED CELL. (SECURE BY CAST -IN -PLACE GROUT OR EPDXY) MODULAR BRICK VENEER, TYP. 8'X16'X8' CMU CORE WALL FILL ALL CMU CELLS CONTAINING REBAR SOLID W/ GROUT HISTORIC PLAOUE W/ CARVED BRICK 'FRAME' (1 SIDE): CARVED BRICK 'PANEL' (3 SIDES); COORDINATE W/ ARTIST %'TOOLED SQUARE MORTAR JOINT ''A' DEPTH, TYP. ANCHOR ALL BRICK VENEER TO CMU MIN. AT 16" O.C. MAX. SPACING HORIZONTALLY AND VERTICALLY USING GALVANIZED OR STAINLESS STEEL ANCHORS CAST STONE BAND (TYP.) — #4 L-SHAPED REBAR 33 16" O.C. - 4f4 REBAR CONT. LOOPS SIDEWALK FINISH GRADE CAST -IN -PLACE CONCRETE FOOTING 5 REBAR 0 16" O.C. BOTH WAYS CONSTRUCTION JOINT N0. ( 2 3 A A A A OESCRIPno( ADDENDUM 1 •7 NICHOLS 4055 Internot)onolPloza, Suite 200 Fort Worth, TX 76109.4895 Phone - (817) 735.7300 Fox - (817) 735-7491 ,'^" Wetsewdreese.com ,---.- __ 12/04/12 •o 0 0 OAIE 40 0 0 0 { '\ NOTES: • ECBBK, 18E ALXOD%IARANUFCTED tFACRKI2/X3%/MAURBY ENDICOTT BRICK. COLOR SHALL BE TAN/ORANGE BLEND (TO COMPLIMENT PAVER COLOR.) 2) MORTAR COLOR SHALL MATCH LIGHTEST COLOR OF BRICK COLOR BLEND. 3) SUBMIT BRICK AND MORTAR PRODUCT DATA AND SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4) CAST -IN -PLACE CONCRETE SHALL HAVE 3500 PSI STRENGTH AT 28 DAYS. 5) SUBMIT SHOP DRAWINGS AND SAMPLES OF CAST STONE TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. MASONRY LOCATIONS SHALLL BELDETERMINEDFBYHE SIX (6) LANDSCAPE ARCHITECT. Freese and Mchols, Inc. .JeIos Regtslered Eog'nexag Fum F-2)44 CONSTRUCTION NOTES NOTE1&ETAINENI2 WALLS AND SIRUCTURESXUNLESS OT(lER\17 ENOTED. THECONTIIACTOR SHALL CONTACT THE FOLLORTNGAT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T FORT WORTH WATER DEPT.-FIELD OPERATIONS FORT WORTHT&PW ATMOS ENERGY ONCOR GAS & ELECTRIC TXU ENERGY SRC TELEPHONE CHARTER COMA1. ALL 0iHERFACILHIES 1-890•878-6711 (817j87i-6296 (g8g17s)392-8100 617 215-6214 (400-233.2133 (817 338fi819 St 509-0272 EXT. 3363 l-894.DICi-TF.SS HORIZONTAL & VERTICAL CONTROL INTERNAL # } FILE# CITY PROJELT K00142 TPW PROJECT ;: 00000 K-006.7 AMASCO \'0. 77Af, 78.1,1C,C,3f CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING [-1 W & CAPITAL PROJECTS DIVISION 00 EAST ROSEDALE STREET DESIGNED' DT DRAWN: HSP MASONRY KIOSK DETAILS FULL SIZE SCALE: DATE: 11/05/2012 SHEET ft-Fe-411 11113 tm,4 55:225,5 JfV STEEL TRASH RECEPTACLE - SEE NOTES FOR MFGR, MODEL, AND COLOR. 1, PgAffir.> 13•".k7kAYei*.-CST,rk.3'ZCW,r(":3---.C-77.-?g- b-11-15P-'2H11116;-1211-11:9'ililiftit=i -I , 111E-a---41f=i1P-1IT_It7 ----1-1-411=Tyllit-11=4y4L- II=VIALI- ILA II=J11- II- II= 11=111,111„7,111A1 _III=11 ilalg Ir.: MIN. 2'-2* MAX.2'-6 Yr' MIN. 2'-6' MAX. 2"-10' OUTER EDGE OF TRASH RECEPTACLE "—CONCRETE / BASE STAINLESS STEEL ANCHORS (Th TRASH RECEPTACLE DETAIL NOT TO SCALE OUTER EDGE OF BENCH NOTES: 3'-111/4' 3'-0' FORMED 2' SCHEDULE 40 STEEL PIPE INSERT SOLID STEEL ANCHOR ROD THROUGH TUBULAR POST TO SECURE ASSEMBLY IN CONCRETE FOOTING 1. ALL SITE FURNISHINGS SHALL BE FROM A SINGLE MANUFACTURER FOR CONTINUITY OF PRODUCT FINISH. QUALITY, AND WARRANT Y/MAINTENANCE. COLOR AND FINISH FOR ALL SITE FURNISHINGS SHALL BE BLACK POWDER COAT. SITE FURNISHING MANUFACTURER SHALL BE: VICTOR STANLEY, INC. SUBMIT SITE FURNISHINGS PRODUCT DATA AND COLOR SAMPLES TO ENGINEER FOR APPROVAL PRIOR TO ORDER AND INSTALLATION. BENCH: VICTOR STANLEY, INC, STEELSITES RB SERIES, MODEL RB-28 TRASH RECEPTACLE: VICTOR STANLEY. INC. T SERIES, MODEL T-32 BIKE RACK: VICTOR STANLEY, INC, CYCLE SENTRY SERIES, MODEL BRCS-I07 MIN. 6`-0"; MAX. 6'-4' 1-7F STEEL BENCH - SEE NOTES MFGR, MODEL, AND COLOR. UFZEAUff-ZA,MFM_HZ.-ffig:a, r: 6 -2; 1-7,1.--)2 J„=11.19-1 i I 11=1.11.=-1.11=W 1;-11j. in-11 -111-11r-E.M I i_.;1TE4frif ir-En-l-111:41!=.11-1--:=1 _11211=411,=_11.2H11..-_-_-110,1-1S11=111=M= THT.-`2117-72'11rA I I I 11 121'= 17-117--iti=LILE11-=-ElE111-31111--11----111F-11911E911-7,-17',7a11-=-11191E-11I=7-j1Q1E!'411:-..-1P---ATei=11L-=''.1E11---Anq 1 T-33/4' V-2W - g F-P I ' .D.6 .-2>?747 'Miff/rtY,,K.-ZP.07/2;W:Lg''.0,,FAV_tc.a_r(MT-7.Z 17,44- 1)6 h 6 OA a . ' re I, ' (>6 C P e ' 12' (TYP.) . A,,,,„ ; 1 1'.W — '11,C:16(42=,(..„1..4.?-0,1'6":..".%Wp!,7..1,1:6.0.1',-;!'i,,141,:.,.- ,..1.rectiriC..9,..i. ' _ P4051 .Na.,,-..w_t;-:).•,,noc-sr.„?....c.:_ct,--, /v-,0q:01.1c.,---A.,,,..!--2).:;-:-'(,fte.,:)...."-;k--- ?(-t-.:s , 4:P I. ;:',-;..-!--;p, ..... . ( ( ' oc.9. 't.-7 -156'i'vt.?,,,- 4, (:;o0.2,•°c-t79',Qt/c4:), Li,.-.-j-c, - 0 iec'-,1.,:. ri° T'ggl'''IY-10..A1T14rtgl-S?i('C'K-effIe-.Y-('''(ffrs'ITrf'r-LLO--2M— — t., - i'fP-t'-C-TI m-rt..-111==tIllaTi:11- I El- I E_,.ffi=.74altErfIL,-2Ely.A11--iTiP1- 11" Ti gig - Eilli E11 — =L-fti-I Thal- 1 =1 I.E-111-11Mll— ali—T17_111:1Lt=-11=11.1=111-111-1J1=W-- .11,, . .1J=-11E:U.IIL:IJIL:111___11 .... —11-1In13=1117.U1-11 I STAINLESS STEEL ANCHORS MIN. 2'-6' MAX. 3'-0' —xi CONCRETE SIDEWALK EO. (7) BENCH DETAIL NOT TO SCALE EO, „ik A FT112129 Dole( Dec. 04. 2012 - 10(19(50 0:1.1 User. rsp Filer fir\ L SADrovir as L-tvar 12' - (TYRA 7'-lYa' CENTER -TO -CENTER 0") BIKE RACK DETAIL NOT TO SCALE 2. ALL BENCHES AND TRASH RECEPTACLES SHALL BE SECURED TO CONCRETE SIDEWALK WITH EPDXY -EMBEDDED STAINLESS STEEL ANCHOR BOLTS AT A MIN. OF 4' INTO THE CONCRETE SLAB (MIN. OF FOUR PER FURNISHING.) 3. CONTRACTOR SHALL VERIFY INITIAL PLACEMENT OF EACH TYPE OF SITE FURNISHING (BENCH, TRASH RECEPTACLE. BIKE RACK) ON SITE WITH LANDSCAPE ARCHITECT PRIOR TO DRILLING OF ANCHOR BOLT HOLES AND INSTALLATION OF INITIAL SITE FURNISHING. INITIAL INSTALLATION, ONCE APPROVED IN WRITING BY LANDSCAPE ARCHITECT, SHALL BE CONSIDERED MOCK-UP FOR REFERENCE FOR SUBSEQUENT INSTALLED FURNISHINGS. 4. LOCATIONS FOR PLACEMENT OF SIXTEEN (16) BENCHES, SIXTEEN (16) TRASH RECEPTACLES, AND TWO (2) BIKE RACKS SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. OUTER EDGE OF BENCH STEEL BENCH - SEE NOTES FOR MFGR, MODEL, AND COLOR. CONCRETE SIDEWALK STAINLESS ,c7 ANCHORS STEEL 12' (TYP.) 110, 2 3 A A A A REVISIONS DESCRIPTION ADDENDUM 1 aa FREESE r. NICHOLS 4055 InternotionolPlozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.com Tenon R.gt:,:deAglei r-2144 CONSTRUCTION NOTES 0 0 0 0 DATE 4:k 12/04/12 11.1 4 a4: (2 NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETA INING WALLS AND STRUCTURES UNLESS OTIEERWISE NOTED. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 4S HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T FORT WORTH WATER DEPT:FIELD OPERATIONS FORT WORTH T&PW Amos ENERGY ONCOR GAS & ELECTRIC TXU ENERGY SEC TELEPHONE CHARTER COMM. ALL OTHER FACILITIES 1-S00-878-871I (817 1 571-8296 (817 392-8100 (817 2154366 (817 215-6214 / -80 -2312133 1817153R-6819 8.1701,58Fa7E2i14 X T. 3 363 HORIZONTAL & VERTICAL CONTROL INTERNAL 61 ELLE .01 CITY PROJECT 6108142 TP11, PROJEC'T 888000 K-(1000 MAPSCO NO. 77M, 781,ICLM 0 0 0 0 1,4 I-4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ij TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION EAST ROSEDALE STREET SITE FURNISHINGS „.,/ DESIGNED: OT 1 DRAWN. Rsp FULL SIZ SCALE.E 1. DATE. 11/06/2012 IZ) 4.1 E-4 SHEET 431 OF 501 NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. ASPHALT TO SAW -CUT BE PLACED IN (TYP.) TWO LIFTS EXISTING TREATED SUBGRADE (IF ANY) PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 TACK COAT TRENCH REPAIR LIMIT - CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 pr. pi + + + + + + + + + + + + + + + + + + + + + + + + + + + + BACKFILL MATERIAL TRENCH WALL EXISTING HMAC PAVEMENT r/l6.16 i�� ;1�=111=1 I 11: UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS ASPHALT PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS REVISED: 08-31-2012 32 01 17-D520 NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. SAW -CUT (TYP.) EXISTING TREATED --, \ TRENCH REPAIR LIMIT2 SUBGRADE (IF ANY) PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 CONCRETE BASE MATERIAL TACK COAT -� FOR TRENCH REPAIR PER SECTION 03 34 16 fir,„ �� � \.,\\\\ yl1; ^. Ill I I i i I ++++++++++++++++++++++++++++ :I) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BACKFILL MATERIAL FQqRIII TRENCH WALL EXISTING HMAC PAVEMENT q 1�1lq / � / III=111 UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS ASPHALT PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS REVISED: 08-31-2012 32 01 17-D521 STRENGTH AND THICKNESS TESTING SHALL BE PERFORMED PER SECTION 32 13 13 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) CLASS 'H' CONCRETE PAVING PER SECTION 32 13 13 OR 'HES' IF DESIGNATED ON DRAWINGS /vir .4:,• ++++++++++++++ ++++++++++++++ + + + + + + + + + + + + + • +++.1++++++ + + + + + + + + + + + + + + + + + TRENCH REPAIR LIMIT JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE #4 BARS 0 18" O.C.E.W. J1 :0/rT//'�ij J BACKFILL MATERIAL ORT WORT TRENCH WALL •`rlijri!f0.? / (=(ll= UNDISTURBED SUBGRADE #4x18" DEFORMED BARS DOWELED AND EPDXYED MIN. 6" INTO EXISTING PAVEMENT 0 18" O.C. (TYP.) EXISTING CONCRETE PAVEMENT NOTE: • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION "X" SHALL EXTEND TO END OF PANEL, OTHERWISE "X" SHALL BE 12" CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 CONCRETE PAVEMENT TRENCH REPAIR - -- - RESIDENTIAL STREETS 32 01 29-D523 1 2 3 4 5 6 7 9 SECTION 00 0515 ADDENDUM No. 2 East Rosedale Street US 287 to Miller Avenue City Project No. 00142 Addendum No. 1 Issue Date: December 5, 2012 Bid Receipt Date: December 6, 2012 000515-1 Addendum 2 Page 1 of 3 .,,*/ • CHRIS B. BOSCO ,a i 93679 �t Q 0I9 ry 86 e...+. A"INim~4 10 This addendum forms part of the Contract Documents referenced above and modifies the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Contractor Questions. 16 Q: Will there be a bid item for installing the pole for the roundabout signage? 17 A: Yes, see bid item III-129B. A pole without luminaire will be specified. 18 Q: Is there direction on the fiber distribution or connections to signal boxes? 19 A: Per direction from the city, only conduit and boxes will be installed as part of this 20 project, no fiber optic cable. The standard communication box will be a 24"x36"x36" 21 that has conduit come in from the side and not the 24"x36"x24" that has conduit come in 22 from the bottom as indicated in the plans. The 48"x48"x36" will remain and also have 23 conduit come in from the side. Any other boxes indicated in the specification are not part 24 of this project. The conduit will be a 4" HDPE conduit, although the 3" Rigid conduit on 25 the bridge will remain. The conduit will be installed with 3" 3-cell detectable cloth 26 innerduct. Fiber Optic cable is not part of the project, only installation of conduit, 27 detectable cloth innerduct and ground boxes. 28 Q: City of Fort Worth normally provides ped pole assemblies, backup battery units 29 and radar wavetronics, will they be providing those? 30 A: The city will provide ped pole assemblies, but contractor to provide ped pole push 31 buttons. City has provided backup battery units and radar wavetronics in the past but per. 32 new city direction the contractor is to supply the backup battery unit and radar 33 wavetronics on this project. Any cost associated with the backup battery unit should be 34 included in Bid Item III-118 "Install Controller & Cabinet, Ground MNT". 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-2 Addendum 2 Page 2 of 3 1 Q: City of Fort Worth Specification says if the bid item is "water pipe" we can use 2 ductile iron pipe or PVC however only the ductile iron pipe spec is listed as option. 3 Can PVC be used for the water on this project? 4 A: Yes, Bid Items I-1, I-2, I-3, I-4& I-7 can use Spec 33 11 10 (ductile iron) or 33 11 12 5 (PVC). 6 2. Modification to Bid Proposal: 7 8 9 10 11 12 13 a. Modify previous proposal to match current attached proposal and please note the following changes. b. Change Item III-21, "6"-12" Tree Removal" from a quantity of 14 EA to 15 EA. c. Change Item III-22, "12"-14" Tree Removal" from a quantity of 24 EA to 27 EA. d. Add Item III-129B, "Install Type 42 Signal Pole", at a quantity of 6 EA. 14 e. Change Item III-140, "Communication Ground Box (24"x36"x24")" to 15 "Communication Ground Box (24"x36"x36")" at the same quantity of 16 23 EA. Please note that this box, along with Item III-141 will have 17 conduit come in from the side and not from the bottom as indicated in the 18 plans. 19 20 f. Change Item III-145, "3" HDPE orange conduit", to "4" HDPE orange conduit" at the same quantity of 11,420 LF. 21 g. Remove Item III-142, "Fiber Optic Cable (96 Strand), from the bid 22 estimate. 23 3. Modification to Specifications: 24 a. No modifications 25 4. Modification to Plans: 26 a. No modifications 27 28 29 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 000515-3 Addendum 2 Page 3 of 3 1 All other provisions of the contract documents, plans and specification shall remain unchanged. 2 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 3 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 4 time of bid submittal. 5 Receipt Acknowledged: 7 Company: JACKSON CONSTRUCTION, LTD 8 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — US 287 TO MILLER CITY PROJECT NO. 00142, DOE NO. 6316 004242 aIDPROPOSAL • 401202 UVN 2 Pars 1 of 9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidlist Item Unit No No Description Unit 1' WaterLine improvement Bld Items 1-1 3311.0041 4" Water Pipe 1-2 3311.0141 6" Water Pipe 1-3 3311.0241 8" Water Pipe 1-4 3311.0441 12" Water Pipe 1-5 3311.0452 12" DIP Water 1-6 3305.2004 12" Water Carrier Pipe 1-7 3311.0541 16" Water Pipe 1-8 3305.1004 24" Casing By Open Cut 1-9 3305.1104 24" Casing By Other Than Open Cut 1-10 3312.3001 4" Gate Valve 1-11 3312.3002 6" Gate Valve 1-12 3312.3003 8" Gate Valve 1-13 3312.3005 12" Gate Valve 1-14 3312.3006 16" Gate Valve w/ Vault 1-15 3312.1002 2" Water Air Release Valve & Vault 1-16 3312.0001 Fire Hydrant 1-17 3312.0101 Connection to Existing 4" Water Main 1-18 3312.0102 Connection to Existing 6" Water Main 1-19 3312.0103 Connection to Existing 8" Water Main 1-20 3312.0104 Connection to Existing 10" Water Main 1-21 3312.0105 Connection to Existing 12" Water Main 1-22 3312.0106 Connection to Existing 16" Water Main 1-23 3312.0107 Connection to Existing 20" Water Main 1-24 3312.0110 Connection to Existing 36" Water Main 1-25 3312.2001 1" Water Service, Meter Relocation 1-26 3312.2002 1" Bored Service 1-27 3312.2003 1" Water Service 1-28 3312.2004 1" Private Service 1-29 3312.2201 2" Water Service, Meter Relocation 1-30 3312.2202 2" Bored Service 1-31 3312.2203 2" Water Service 1-32 3312.2204 2" Private Service 1-33 3304.0101 Temporary Water Services 1-34 3201.0115 8' Wide Asphalt Pvmt Repair, Residential 1.34E 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 1-35 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 1-36 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 1-37 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 1-38 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) 1-39 3201.0613 8" Cone Pvmt Repair 1-39B 3305.0203 imported EmbedmenUBackfill, CLSM I-39C 3305.0204 Imported EmbedmenUBackfill, Crushed Rock I-39D 3305.0206 Imported EmbedmenUBackfill, Acceptable Backfill I-39E 3305.0207 Imported EmbedmentBackfll, Select Fill Specification Unit of Section No. Measure 3311 10, 3311 12 3311 10, 3311 12 3311 10, 3311 LF 12 3311 10, 3311 LF 12 331110 LF 33 05 24 LF 3311 10, 3311 LF 12 33 05 22 LF LF LF 33 05 22 LF 33 12 20 EA 33 12 20 EA 3312 20 EA 23 3312 20 EA 62 3312 20 EA 7 3312 30 EA 1 33 12 40 EA 25 3312 25 EA 2 33 12 25 EA 17 33 12 25 EA 12 33 12 25 EA 2 3312 25 EA 5 3312 25 EA 2 3312 25 EA 1 33 12 25 EA 1 331210 EA 162 331210 EA 77 331210 EA 126 331210 LF 1,370 331210 EA 28 331210 EA 14 331210 EA 14 331210 LF 180 33 04 30 LS 1 32 01 17 LF 670 32 01 17 LF 40 32 01 17 LF 730 32 01 17 SY 70 33 01 17 SY 80 32 01 18 LF 3,030 32 01 29 SY 650 330510 CY 50 330510 CY 50 33 0510 CY 50 33 0510 CY 50 Bid Quantity 70 690 1,250 10,910 50 280 1,240 20 260 2 27 Bidder's Proposal Unit Price 1 Bid Value $70.00 $3,500.00 $15.00 $750.00 $15.00 $750.00 $15.00 $750.001 004243 BD PROPOSAL -ADDENDUM 2 No 2of9 SECTION 00 42 43 PROPOSAL FORM UNPI' PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit No. BidlNtoItem Description 1-40 0241.1001 Water Line Grouting 1-41 0241.1103 8" Pressure Plug 1-42 0241.1105 12" Pressure Plug 1-43 0241.1204 10" Water Abandonment Plug 1-44 0241.1208 20" Water Abandonment Plug 1-45 0241.1510 Salvage Fire Hydrant 1-46 0241.1301 Remove & Salvage 4" Water Valve 1-47 0241.1302 Remove & Salvage 6" Water Valve 1-48 0241.1303 Remove & Salvage 8" Water Valve 1-49 0241.1304 Remove & Salvage 10" Water Valve 1-50 0241.1305 Remove & Salvage 12" Water Valve 1-51 3311.0001 Ductile Iron Water Fittings 1-52 3305.0103 Exploratory Excavation of Existing Utilities 1-53 3305.0109 Trench Safety 1-54 3305.0110 Utility Markers Unit11 Sewer Llne Improvement Bld Items 11-1 3331.4115 8" Sewer Pipe 11-2 3331.4119 8" DIP Sewer Pipe 11.28 3331.4120 8" DIP Sewer Pipe, CLSM Backfill 11-3 3331.4225 18" Sewer Pipe 11-4 3305.1102 16" Casing By Other Than Open Cut 11-5 3339.1001 4' Manhole 11-6 3339.1002 4' Drop Manhole 11-7 3339.1003 4' Extra Depth Manhole 11-8 3339.1004 4' Shallow Manhole 11-9 3339.0001 Epoxy Manhole Liner 11-10 3305.0107 Manhole Adjustment, Minor 11-11 3305.0112 Concrete Collar 11-12 3305.0203 Imported Embedment/Backfill, CLSM 11-13 3331.3101 4" Sewer Service 11-14 3331.3103 4" Bored Sewer Service 11-15 3331.3105 4" Sewer Service, Private Relocation 11-16 3331.3201 6" Sewer Service 11-17 3331.3203 6" Bored Sewer Service 11-18 3331.3205 6" Sewer Service, Private Relocation 11-19 3201.0115 8' Wide Asphalt Pvmt Repair, Residential 11.198 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 11-20 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 11-21 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 11-22 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 11-23 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) II-23B 3305.0204 Imported Embedment/Backfili, Crushed Rock II-23C 3305.0206 Imported EmbedmenUBackfill, Acceptable Backfill 11.23D 3305.0207 Imported EmbedmentiBackfill, Select Fill Specification Unit of Bid Section No. Measure Quantity 02 41 14 CY 190 02 41 14 EA . 3 02 41 14 EA 2 02 41 14 EA 2 02 41 14 EA 2 02 41 14 , EA 17 02 41 14 EA 1 02 41 14 EA 23 02 41 14 EA 20 02 41 14 EA 2 02 41 14 EA 10 331111 TON 16 33 05 30 EA 80 33 0510 LF 14,220 33 05 26 '3311 10, 33 31 2,290 LS 1 Unit Price Bid Value Unit I - Water Line Improvement Total: 20 331110 690 331110 LF 1,170 3311 10, 33 31 LF 70 20 33 05 22 LF 20 LF 33 39 10, 33 39 EA 21 33 3910, 33 39 EA 2 33 3910, 33 39 VF 60 33 3910,33 39 EA 1 33 39 60 VF 60 33 05 14 EA 1 33 0517 EA 7 $5,750.00 33 0510 CY 50 $70.00 $3,500.00 33 31 50 EA 32 33 31 50 EA 10 33 31 50 LF 210 33 31 50 LF 10 33 31 50 EA 7 33 31 50 LF 90 32 01 17 LF 140 32 01 17 LF 70 32 01 17 LF 570 3201 17 SY 20 33 01 17 SY 60 32 01 18 330510 330510 330510 LF 280 CY 50 $15.00 $750.00 CY 50 $15.00 $750.00 CY 50 $15.00 $750.00 LF P04213 BID PROPOSAL • ADDENDUM P,6e3 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information Unit No. Mast Item Description Specification Unit of Bid No. Section No. Measure Quantity 11-24 0241.2001 Sanitary Line Grouting 0241 14 CY 60 11-25 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 11-26 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 11-26B 0242.2201 Abandon 4' Sewer Manhole 03 41 14 EA 11-27 3301.0001 Pre -CCTV Inspection 33 01 31 LF 11-28 3301.0002 Post -CCTV Inspection 33 01 31 LF 11-29 3301.0101 Manhole Vacuum Testing 33 01 30 EA 11-30 3303.0001 Bypass Pumping 330310 LS 11-31 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11.32 3305.0109 Trench Safety 330510 LF 11-33 3305.0110 Utility Markers 33 05 26 LS Unit 111 Paving and Drainage Improvement Bld Item GENERAL 111-1 0241.0100 Remove Sidewalk Bidder's Application Bidder's Proposal Unit Price Bid Value 5 12 3 3,710 3,980 24 1 18 3,970 1 Unit 11- Sewer Line Improvement Total: 02 41 13 SF 103,400 III-2 0241.0100 Remove Steps 0241 13 SF 220 111-3 0241.0300 Remove ADA Ramp 02 41 13 EA 62 111-4 0241.0401 Remove Concrete Drive 02 41 13 SF 72,850 111-5 0241.0402 Remove Asphalt Drive 02 41 13 SF 1,230 111-6 0241.0500 Remove Fence 02 41 13 LF 100 111-7 0241.0600 Remove Wall >4' 02 41 13 LF 100 Ill-8 0241.0700 Remove Mailbox 0241 13 EA 71 111-9 0241.0900 Remove Misc Conc Structure (Sta 117+10) 02 41 13 LS 1 111-10 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 78,500 III-11 0241.1200 Remove Brick Pvmt and Concrete Base (Salvage 024115 SY 56,550 Brick) III-12 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 24,450 III-13 0241.1400 Remove Conc Valley Gutter 02 41 15 SY 150 111-14 0241.4001 Remove 10' Curb Inlet 02 41 14 EA 35 111-15 0241.1508 4" Surface Milling (Bridge Pavement) 0241 13 SY 1,350 111-16 9999.0066 Remove and Salvage Advanced Pedestrian 99 99 00 EA 2 Flasher 111-17 9999.0065 Remove Bollard 99 99 00 EA 18 111-18 9999.0067 Remove Pay Phone 99 99 00 EA 3 III-19 3471.0001 Traffic Control 34 71 13 MO 20 III-20 3471.0002 Portable Message Sign 34 71 13 WK 24 111-21 3110.0102 6"-12" Tree Removal 31 10 00 EA 15 111-22 3110.0103 12"-18" Tree Removal 31 10 00 EA 27 111-23 3110.0104 18"-24" Tree Removal 31 10 00 EA 3 111-24 3110.0105 24" and Larger Tree Removal 3110 00 EA 2 111-25 3123.0101 Unclassified Excavation 31 2316 CY 13,690 III-26 3124.0101 Embankment 31 24 00 CY 4,440 III-27 3125.0101 SWPPP 21 acre 31 2500 LS 1 111.27B 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 850 III-28 3232.0201 StdRetWall -RW1(L)A(Height <4) 32 32 13 SF 2,570 111-29 3232.0201 StdRetWall -RW1 (L)A (Height >4) 32 32 13 SF 480 111.30 3291.0100 Topsoil 32 91 19 CY 2,920 S5,750.001 004243 BID PROPOSAL -ADDPNDUM 2 P*424 of9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No, Bidlist Item No. 111-31 3292.0400 Project Item Information Bidder's Proposal Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity Hydromulch Seeding 32 9213 SY 24,990 111-32 3441.1804 Temp Traffic Signal 34 41 10 EA 3 111-33 9999.0068 Remove and Salvage Street Light Poles 99 99 00 EA 86 111-34 3441.2001 Removing Traffic Signals 34 41 13 EA 8 111-35 9999.0055 Gate Relocation 99 99 00 EA 3 111-36 9999.0069 Remove and Replace Brick Mailbox (STA 139+00) 99 99 00 EA 1 111-37 9999.0064 Meter Box -Adjustment 99 99 00 EA 190 111-38 9999.0052 Mailboxes 99 99 00 EA 71 111-39 9999.0030 Neighborhood Signs 99 99 00 EA 8 III-398 9999.0106 Remove and Relocate Light 99 99 00 EA 1 111-40 9999.0010 Miscellaneous Construction Force Account 99 99 00 EA 250,000 $1.00 $260,000.00 111-41 9999.0011 Miscellaneous Utility Force Account 99 99 00 EA 50,000 $1.00 $50,000.00 PAVING 111-42 3211.0400 Lime Material (40 lbsISY) 3211 29 TN 1,532 8" Lime Treatment 3211 29 SY 76,600 2" Asphalt Pvmt Type D (Bridge Overlay) 321216 SY 1,350 2" Asphalt Pvmt Type D (Park Parking Lot) 331216 SY 250 6" HMAC Transition (Side Streets) 321216 SY 1,760 9"Conc Pvmt 321313 SY 75,890 9" Conc Pvmt HES 321313 SY 1,320 4" Corm Sidewalk 3213 20 SF 91,390 6" Concrete Sidewalk 3213 20 SF 3,370 Intel) Concrete Steps 99 99 00 SF 220 Remove and Reinstall Gate Track 99 99 00 LS 1 6" Concrete Driveway 3213 20 SF 49,370 6" Concrete Curb (Inside Edge of Truck Apron) 321613 LF 700 3" Mountable Curb (Outside Edge of Truck Apron) 99 99 00 111-43 111-44 111.45 111-46 111-47 111 48 111-49 111-50 111.51 111-52 111-53 111-54 111-55 II1.56 111-57 111-58 111-59 111-60 111-61 111-62 111-63 111-64 111-65 111-66 3211.0501 3212.0302 3212.0302 3212.0401 3213.0104 3213.0204 3213.0301 3213.0303 9999.0051 9999.0050 3213.0401 3216.0101 9999.0053 3216.0101 3211.0212 3213.0521 3213.0522 3213.0523 3213.0524 3213.0525 3213.0526 3213.0527 3213.0528 9999.0054 LF 620 6" Curb and Gutter (Park Parking Lot) 321613 LF 260 6" Flex Base, Type B, GR-2, (Drwy Transitions and 3211 23 SY 1,360 Park Parkinal 6' Type M-1 Ramp 3213 20 EA 7 6' Type M-2 Ramp 3213 20 EA 2 6' Type M-3 Ramp 3213 20 EA 2 6' Type R-1 Ramp 3213 20 EA 30 6' Type U-1 Ramp 3213 20 EA 9 6' Type P-1 Ramp 3213 20 EA 34 6'TypeP-2Ramp 32 13 20 EA 1 6' Combination Type P-1 Ramp 3213 20 EA 4 Concrete Bollards 99 99 00 EA 3 DRAINAGE 111-67 3341.0205 18" RCP, Class III 33 41 10 LF 500 111-68 3342.0205 24" RCP, Class III 34 41 10 LF 6,670 III.69 3341.3020 30" RCP, Class III 33 41 10 LF 1,550 (0.14,4.11.111.24110 004243 BID PAOPOSAL•ADDENDUMl Pap 5 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No, Bidist Item No. III-70 3341.0309 36" RCP, Class III Project item Information Bidder's Proposal Description Specification Unit of Bid Section No. Measure Quantity 33 41 10 LF 1,910 111.71 3341.0402 42" RCP, Class III 3141 10 LF 260 III-72 3341.0502 54" RCP, Class Ill 3241 10 LF 420 III.73 3341.1101 4'x2" RCB, Class III 33 41 10 LF 250 III-73B 9999.1004 Concrete Wye Connections 99 99 00 EA 20 III-74 3349.9001 2' Grate Inlet 33 49 20 EA 3 III-75 3349.0002 4' Storm Junction Box 33 4910 EA 28 III-76 3349.0003 5' Storm Junction Box 34 4910 EA 6 ill-77 3349.0004 6' Storm Junction Box 35 4910 EA 7 111.77E 3349.5001 10' Curb Inlet 31 49 20 EA 3 III-78 3349.5002 15' Curb Inlet 31 49 20 EA 4 III-79 3349.5003 20' Curb Inlet 32 49 20 EA 2 111-80 3349.6001 10' Recessed Inlet 33 49 20 EA 30 111-81 3349.6002 15' Recessed Inlet 33 49 20 EA 24 111-82 3349.6003 20' Recessed Inlet 33 49 20 EA 14 111-83 9999.0062 10' Type II Inlet 33 49 20 EA 10 III-83B 9999.0062 15' Type II Inlet 33 49 20 EA 3 111-84 9999.0062 20' Type II Inlet 33 49 20 EA 3 III-85 9999.0063 Grate Inlet 99 99 00 EA 2 III.86 9999.0079 Riprap (Cone) (5 In) 99 99 00 SY 30 III-87 9999.0060 Culvert Cleanout (STA 121+50) 99 99 00 LF 140 Ili-88 9999.0061 24" Headwall 99 99 00 EA 1 III-89 9999.0061 4'x2' Headwall 33 49 40 EA 1 SIGNAL. (BEACH, CONNER, & BISHOP) III-90 2605.0111 ELEC SERV PED 26 05 00 EA 3 ill-91 2605.3004 1 1/4" CONDT RM (Riser) 26 05 33 IF 105 III-92 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 514 111-93 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,242 III.94 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 143 111-95 3441.1001 3-Sect Signal Head Assmbly 34 41 10 EA 24 111-96 3441.1003 5-Sect Signal Head Assmbly 3441 10 EA 4 III-97 3441.1011 Ped Signal Head Assmbly 34 41 10 EA 24 Ili-98 3441.1021 2" Ped Push BTN Station WI Sign (SIG Pole) 3441 10 EA 12 III-99 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 34 41 10 EA 12 III.100 3441.1203 Install Radar Presence Detect System 34 41 10 EA 12 III-101 3441.1208 Install Emergency Vehicle Preemption System 34 41 10 LS 3 111-102 3441.1313 8/C 14 AWG Multi -Conductor Cable 34 41 10 LF 568 111-103 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,300 III-104 3441.1408 NO 6 Insulated Elec Condr 34 41 10 LF 1,542 III-105 3441.1409 NO8lnsulatedElecCondr 34 41 10 LF 2,080 Ili-106 3441.1414 NO 8 Bare Elec Condr 34 41 10 LF 1,306 lit-107 3441.1503 Ground Box, Large, w/ Lid Apron 34 41 10 EA 13 Ili-108 3441.1606 Install 10' -14' Ped Pole Assmbly 34 41 10 EA 12 III-109 3441.1617 Install Type 41 Signal Pole 34 41 10 EA 7 Unit Price Bid Value 1 AND COMIESSMISFMT-411.00RP.4111 D04223 BID PROPOSAL -ADDENDUM 2 Page 6 of SECTION 0042 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Unit No. BldhNtollem Description 111-110 3441.1619 Install Type 43 Signal Pole III-111 3441.1620 Install Type 44 Signal Pole 111-112 3441.1626 Install Mast Arm 16' - 36' III-113 3441.1627 Install Mast Arm 40'-48' 111-114 3441.1701 TY 1 Signal Foundation III-115 3441.1703 TY 3 Signal Foundation III-116 3441.1704 TY 4 Signal Foundation III-117 9999.0100 Furnish/Install Decorative Plastic Wrap around Controller Cabinet III-118 3441.1724 Install Controller & Cabinet, Ground MNT PAVEMENT MARKINGS AND SIGNS III-119 3217.2001 Raised Marker TY W 32 17 23 III-120 3217.2002 Raised Marker TY Y 3217 23 III-121 3217.2102 REFL Raised Marker 'TY I-C 3217 23 III-122 3217.2103 REFL Raised Marker TY II -A -A 3217 23 111-123 3217.0101 Words & Symbols Pvmt Marking HAE (W) 3317 23 III-124 3217.0001 4" SLD Pvmt Marking HAS (W) 3217 23 III-125 3217.0002 6" SLD Pvmt Marking HAE (W) 3417 23 11I-126 3217.0301 12" SLD Pvmt Marking HAE (W) 3517 23 III-127 3217.0401 18" SLD Pvmt Marking HAE (W) 3217 23 Iil•128 9999.0042 Furnishing and installing Ground Mounted Sign, 99 99 00 Assembly. Foundation III-129 3441.1626 Install Mast Arm 16'-36' 34 41 10 1I1-1298 3441.1618 Install Type 42 Signal Pole 34 41 10 III-130 3441.1703 TY 3 Signal Foundation 34 41 10 ILLUMINATION Specification Unit of Bid Section No. Measure Quantity 34 41 10 EA 4 Bidder's Proposal Unit Price Bid Value 34 41 10 EA 1 1 3441 10 EA 7 1I 34 41 10 EA 5 1 34 41 10 EA 12 1 34 41 10 EA 7 1 34 41 10 EA 5 1 99 99 00 EA 2 jI 34 41 10 EA 3 1 EA EA EA EA EA LF LF LF LF EA EA EA EA 2,250 1,100 680 4,350 32 2,500 216 1,450 1,210 66 6 6 6 III-131 2605.0111 ELEC SERV PED 26 05 00 EA 3 Iii•132 3441.3003 Rdwy Ilium Assmbly TY 18 (Fixture, Pole & Arm) 34 41 20 EA 105 (Black) III-133 3441.3021 Ornamental Assmbly Type A14/20, Simple (Black) 3441 20 EA 6 Ili-134 3441.1502 Ground Box, Small, w/Lid 3441 10 EA 28 III-135 3441.3302 Rdwy Ilium Foundation TY 3 (Roadway) 3441 20 EA 105 111.136 3441.3404 2-2-2-4 Quadplex Alum Etc Conductor (Entire 34 41 20 LF 27,200 Proiect) III-137 2605.3021 3" CONDT PVC SCH 40 (T) (Entire Project) 26 05 33 LF 560 III-138 9999.0041 1-1/2" CONDT RM (Including hardware to hang 26 05 33 LF 440 under Bridoel III-139 2605.3011 2" CONDT PVC SCH 40 (T) (Entire Project) 26 05 33 LF 30,670 FIBER III-140 9999.0101 Communcation Ground Box (24"x36"x36") 99 99 01 EA 23 III.141 9999.0102 Communcation Ground Box (48"x48"x36") 99 99 01 EA 2 111-143 9999.0202 Detectableclothinnerduct (3" 3-Cell)(Maxcell or 99 99 02 LF 11,420 III-144 9999.0041 3n CONDT R a(lncluding hardware to hang under 26 05 33 LF 240 Bridoel III-145 9999.0203 4" HDPE orange conduit 99 99 02 LF 11,420 1 Or/Of Olt VAttli 00 92 92 BM PROPOSAL • ADDE0D91M 2 Pete 7 of UNIT PRICE BID Unit No. (BidlNo. Description AMENITIES SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidder's Proposal Specification I Unit of I Bid Section No. Measure Quantity III-146 9999.0301 Plant 4" Tree (Large Shade Tree) 99 99 03 EA 148 III-147 9999.0301 Ornamental Grass (#3 Class) 99 99 00 SF 3,920 111-148 9999.0301 Shrubs #5 Class) 99 99 00 SF 2,060 II I.149 9999.0032 Sign -Ceramic Tile Street Names - Install 99 99 00 EA 35 III-150 9999.0031 Street Light Banner Hardware 99 99 00 EA 14 III-151 9999.0033 Irrigation (Entire Project US 287 to Miller) 99 99 00 LS 1 III-152 9999.0034 Stamped and Stained Concrete Crosswalks (9") 99 99 00 SF 4,100 III-153 9999.0035 Stamped and Stained Concrete Medians (4") 99 99 00 SF 3,500 III-154 9999.0034 Stamped and Stained Concrete Truck Apron (12") 99 99 00 SF 7,500 III-155 9999.0036 Tree Protection Fence (Entire Project) 99 99 00 LS 1 III-155B 9999.0106 RemoveTWU Fence and Salvage to TWU 99 99 00 IF III-156 9999.0037 Bus Stop Foundations (6" Slab) 99 99 00 EA 111-157 9999.0038 Bus Shelters (Black) 99 99 00 EA III-158 9999.0021 Historical Kiosks 99 99 00 EA III-159 9999.0040 Landscape Edge Detail 99 99 00 LF III-160 9999.0039 Water Tap lMeter /Fee 99 99 00 EA III-161 3110.0105 24" and Larger Tree Removal 31 10 00 EA Unif IV Sustainable Development Bid Hems (Nastivll(eif GENERAL IV-1 3213.0303 6" Concrete Sidewalk Base IV-2 9999.0301 Plant 4" Tree (Large Shade Tree) 135 6 6 3 515 4 2 Unit Price Bid Value Unit III - Paving and Drainage Improvement Total: 3213 20 SF 34,400 99 99 03 EA 46 $300,000.00 IV-3 3213.0521 6' Type M-1 Ramp 3213 20 EA 6 1 IV-4 3213.0524 6' Type R-1 Ramp 3213 20 EA 1 1 IV-5 3213.0525 6' Type U-1 Ramp 3213 20 EA 13 1 IV-6 9999.0034 Stamped and Stained Concrete Crosswalks 99 99 00 SF 9,300 1 IV-7 9999.0020 Bicycle Racks 99 99 00 EA 2 IV-8 9999.0020 Trash Receptacles 99 99 00 EA 16 IV-9 9999.0301 Groundcover 99 99 03 SF 5,880 1 IV-10 9999.0022 Landscape Drainage System 99 99 00 LS 1 1 IV-11 9999.0400 Structural Soil 99 99 00 LS 1 1 IV-12 9999.0020 4'x4' Tree Grate 99 99 00 EA 40 1 IV-13 3232.0201 8" Std Ret Wall - RW 1 (L) A (Height <4) 32 3213 SF 1,270 IV-14 9999.0020 Cast in Place Seat Wall (including Seat wall gg gg 00 LF 520 columnsl IV-15 3214.0100 Brick Pvmt (Sidewalk) 321416 SF 34,400 1 IV-15B 9999.0020 Tree Aeration Pipe under 10' Sidewalk 99 99 00 LS 1 I IV-15C 9999.0020 Crushed Stone Base under 10' Sidewalk 99 99 00 LS 1 1 Reconstruction of TWU feature @ NE corner of 1 IV-150 9999.0020 Wesleyan and Rosedale 99 99 00 LS 1 IV-16 9999.0020 Cast in Place Planters 99 99 00 EA 5 1 IV-17 9999.0020 Benches 99 99 00 EA 16 1 00 42 42 HID PROPOSAL. - ADDENDDM 2 Pasc! of 9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit No. Bidlist Item I Description I Specification I Unit of Bid Unit Price I Bid Value No. Sectlon No. 1lfeasure Quantity Signal (Thrall, Wesleyan, Vaughn & Collard) IV-18 2605.0111 ELEC SERV PED 26 05 00 EA 4 IV-19 2605.3004 1 1/4" CONDT RM (Riser) 26 05 33 LF 140 IV-20 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 679 IV-21 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,490 jI IV-22 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 220 IV-23 3441.1001 3-Sect Signal Head Assmbly 34 41 10 EA 32 IV-24 3441.1011 Ped Signal Head Assmbly 3441 10 EA 32 IV-25 3441.1021 2" Ped Push BTN Station W/ Sign (SIG Pole) 34 41 10 EA 16 1 IV-26 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 34 41 10 EA 16 11 IV-27 3441.1203 Install Radar Presence Detect System 34 41 10 EA 16 jI IV-28 3441.1208 Install Emergency Vehicle Preemption System 3441 10 LS 4 I IV-29 3441.1313 81C 14 AWG Multi -Conductor Cable 34 41 10 LF 377 IV-30 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,651 IV-31 3441.1408 NO 6lnsulated Elec Condr 3441 10 LF 1,974 IV-32 3441.1409 NO 8 insulated Elea Condr 34 41 10 LF 3,312 j IV-33 3441.1414 NO 8 Bare Elea Condr 34 41 10 LF 1,413 jI IV-34 3441.1503 Ground Box, Large, w/ Lid Apron 34 41 10 EA 16 I IV-35 3441.1606 Install 10' -14' Ped Pole Assmbly 34 41 10 EA 16 IV-36 3441.1617 Install Type 41 Signal Pole 34 41 10 EA 16 IV-37 3441.1626 Install Mast Arm16'-36' 34 41 10 EA 16 IV-38 3441.1701 TY1 Signal Foundation 34 41 10 EA 16 IV-39 3441.1703 TY 3 Signal Foundation 34 41 10 EA 16 I IV-40 9999.0100 Furnish/Install Decorative Plastic Wrap around 99 99 00 EA 3 1 Controller Cabinet i IV-41 3441.1722 Furnish/Install Controller & Cabinet, Ground MNT 5441 10 EA 4 Illumination IV-42 3441.1502 Ground Box, Small, wllid 34 41 10 EA 11 IV-43 3441.3003 Rdwy Ilium Assmbly TY 18 (Fixture, Pole & Arm) 34 41 20 EA 15 (Black) IV-44 3441.3021 Ornamental AssmbiyType A14120, Simple (Black) 34 41 20 EA 51 IV-448 3441.3021 Ornamental AssmbiyType A11/20, Simple (Black) 3441 20 EA 15 IV-45 3441.3302 Rdwy lllum Foundation TY 3 (Roadway) 34 41 20 EA 15 IV-48 3441.3303 Rdwy Illum Foundation TY 5 (Pedestrain) 3441 20 EA 66 Unit IV- Sustainable Development improvements Total: 00 42 43 BmPROPOSAL• ADDINDUM 2 Pa,e9 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidlist Item Specification Unit of 1 Bid Unit No I N,o Description Section No.Measure Quaodty Unity SycamoreCreeker(dge V-1 3123.0101 Unclassified Excavation 31 2316 CY 6,240 V-2 9999.0070 Low Profile Concrete Barrier (TxDOT Item 512) Tvoesl V-3 9999.0071 Low Profile Concrete Barrier (TxDOT Item 512) (Types Ill V-4 9999.0072 Temporary Special Shoring (TxDOT Item 403) V-5 9999.0073 Drill Shaft (18") V-6 9999.0073 Drill Shaft (36") V-7 9999.0074 CL C Conc (Abut) V-8 9999.0075 CL S Conc (Appr Slab) V-9 9999.0076 Reinf Conc Slab V-10 9999.0077 Prestr Cone Girder (TX40) V-11 9999.0078 Conc Surf Treat (Class I) V-12 9999.0079 Riprap (Cone) (51n) V-13 9999.0080 Structural Steel (Mist Bridge) V-14 9999.0081 Rail (TYT411) V-15 9999.0082 Sealed Expansion Joint (4 In) (SEJ-A) V-16 9999.0083 TxDOT ADA Handrail (TxDOT Item 450)(Type C) Unit VI Pub)IcArt F VI-1 Vi-2 9999.0090 9999.0090 d Drilled Piers (18") Reinforced Concrete Slab (2' Thick) 99 99 00 IF 260 99 99 00 LF 40 99 99 00 SF 1,850 99 99 00 LE 80 99 99 00 LF 610 99 99 00 CY 90 99 99 00 CY 110 99 99 00 SF 6,120 99 99 00 LF 895 99 99 00 SY 770 99 99 00 CY 110 99 99 00 LB 308 99 99 00 LF 230 99 99 00 LF 112 99 99 00 LF 115 Unit I - Water Line Improvement Total Unit II - Sewer Line Improvement Total Unit III - Paving and Drainage Improvement Bid Items Unit IV - Sustainable Development Bid Items (Nashville to Collard) Unit V - Sycamore Creek Bridge Unit VI - Public Art Foundation Bidder's Proposal Unit Price 1 Bid Value Unit V - Sycamore Creek Bridge Total: 99 99 00 VF 30 99 99 00 SF 62 Unit VI Public Art Foundation Total: Bid Summery Unite I&IiTotal: Total Base Bid (Units I -VI): $5,750.00 $5,750.00 $11,500.00 $300,000.001 1 1 $311,500.001 1 2 SECTION 00 11 13 INVITATION TO BIDDERS 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of EAST ROSEDALE STREET, CITY OF FORT WORTH 6 PROJECT NUMBER 00142 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, December 6, 2012, and bids will be opened publicly and read 13 aloud 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 74,000 SY of 9" Concrete Pavement 18 89,000 SF of 4" Concrete Sidewalk 19 6,000 SF of Bridge 20 7 Traffic Signals 21 11,200 LF of 12" PVC Water Pipe 22 3,900 LF of 8" Sewer Pipe 23 120 Roadway Street Lights 24 34,000 SF Brick Paver Sidewalks 25 26 PREQUALIFICATION 27 The improvements included in this project must be performed by a contractor who is pre- 28 qualified by the City at the time of bid opening. The procedures for qualification and pre- 29 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 30 31 DOCUMENT EXAMINATION AND PROCUREMENTS 32 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 33 of Fort Worth's Purchasing Division website at httn://www.fortworthaov.ora/nurchasina/ and 34 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 35 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 36 suppliers. 37 38 Copies of the Bidding and Contract Documents may be purchased from Freese and Nichols, Inc., 39 4055 International Plaza, Suite 200, Fort Worth, Texas 76109. Documents will be available 40 beginning on Tuesday, November 13, 2012. 41 42 The cost of Bidding and Contract Documents is: 43 Set of Bidding and Contract Documents with half size drawings: $120.00 44 45 46 47 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 11 13 -2 INVITATION TO BIDDERS Page 2 of 2 1 2 PREBID CONFERENCE 3 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 4 BIDDERS at the following location, date, and time: 5 DATE: November 27, 2012 6 TIME: 10: 00 AM 7 PLACE: 5001 James Ave 8 Fort Worth, TX 76115 9 LOCATION: Training Room 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Chris Bosco, Freese and Nichols, Inc 17 Email: cb@ireese.com 18 Phone: 817-735-7359 19 AND/OR 20 Attn: Mitch Alton, Freese and Nichols, Inc 21 Email: mra crfreese. cone 22 Phone: 817-735-7583 23 24 ADVERTISEMENT DATES 25 November 08, 2012 26 November 15, 2012 27 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. 37 38 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 39 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 40 45 11, BIDDERS PREQUALIFICATIONS. 41 42 3.2.1. Submission of and/or questions related to prequalification should be addressed to 43 the City contact as provided in Paragraph 6.1. 44 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data." 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. All additional information and data 43 which the City will supply after promulgation of the formal Contract Documents 44 shall be issued in the forrn of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 -3 INSTRUCTIONS TO BIDDERS Page 3of10 1 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 42 43 44 45 46 47 48 49 50 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 6. Interpretations and Addenda 2 3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 5 received after this day may not be responded to. Interpretations or clarifications 6 considered necessary by City in response to such questions will be issued by Addenda 7 delivered to all parties recorded by City as having received the Bidding Documents. 8 Only questions answered by formal written Addenda will be binding. Oral and other 9 interpretations or clarifications will be without legal effect. 10 11 Address questions to: 12 13 City of Fort Worth 14 1000 Throckmorton Street 15 Fort Worth, TX 76102 16 Attn: Dena Johnson, Program Management Office 17 Fax: 817-354-4943 18 Email: Dena.Johnson@fortworthgov. org 19 Phone: 817-392-7866 20 21 22 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 23 City. 24 25 6.3. Addenda or clarifications may be posted via Buzzsaw at 26 https://projectpoll7t.buzzsaw.com/client/fortworthgov. 27 28 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 29 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 30 Project. Bidders are encouraged to attend and participate in the conference. City will 31 transmit to all prospective Bidders of record such Addenda as City considers necessary 32 in response to questions arising at the conference. Oral statements may not be relied 33 upon and will not be binding or legally effective. 34 35 7. Bid Security 36 37 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 38 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 39 the requirements of Paragraphs 5.01 of the General Conditions. 40 41 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 42 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 43 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 44 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 45 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 46 other Bidders whom City believes to have a reasonable chance of receiving the award 47 will be retained by City until final contract execution. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 6 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. In order to expedite the award of this contract, bidders are encouraged to submit 35 M/WBE utilization form at the time of bid opening. 36 37 11.3. No Contractor shall be required to employ any Subcontractor, Supplier, other person 38 or organization against whom Contractor has reasonable objection. 39 40 12. Bid Form 41 42 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 43 obtained from the City. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 46 marked with the City Project Number, Project title, the name and address of Bidder, and 47 accompanied by the Bid security and other required documents. If the Bid is sent through the 48 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 49 with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 4 withdrawn prior to the time set for bid opening. A request for withdrawal must be 5 made in writing by an appropriate document duly executed in the manner that a Bid 6 must be executed and delivered to the place where Bids are to be submitted at any 7 time prior to the opening of Bids. After all Bids not requested for withdrawal are 8 opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Utility Coordination and Construction Limits 39 40 18.1 The contractor will be allowed to begin construction on the project between US 287 41 and Campbell Street (approximately 7,700 LF) upon receiving written notice to 42 proceed to begin construction on the project. 43 44 18.2 Atmos Gas and Oncor Electric will be complete with the utility relocation between 45 Campbell Street and Miller Avenue (approximately 3,500 LF) by July 12, 2013. The 46 East Rosedale contractor will not be allowed to perform any construction activities 47 within those limits until July 15, 2013. 48 49 50 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 21 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 2 18.3 The contractor is responsible for executing the construction based on the limits and 3 timelines provided in sections 18.1 and 18.2. Any additional cost for mobilization will 4 be considered subsidiary to the project. 5 6 19. Signing of Agreement 7 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 8 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 9 Contractor shall sign and deliver the required number of counterparts of the Agreement to 10 City with the required Bonds, Certificates of Insurance, and all other required documentation. 11 City shall thereafter deliver one fully signed counterpart to Contractor. 12 13 14 15 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 35 13 BID FORM Page 21 of 21 SECTION 00 35 13 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 also be downloaded from the website links provided below. htto://www.ethics.state.txus/forms/C1Q.odf htto://www.ethics.state.txus/forms/CIS.odf 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: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, Texas 76119 END OF SECTION By: Troy L.JJackson Signature: l�lij2J /��-1/44 Title: VP JCI Partners Inc., General Partner CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 2 00 41 00 BID FORM Page 1 of 21 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: East Rosedale Street US 287 to Miller Avenue City Project No.: 00142, DOE NO. 6316 Units/Sections: Unit I - Water Line Improvements Unit II - Sewer Line Improvements Unit III - Paving and Drainage Improvements Unit IV - Sustainable Development Improvements Unit V - Sycamore Creek Bridge Unit VI - Public Art Foundation 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Addendum 2 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Illumination Improvements b. Paving Improvements c. Water and Sewer Improvements d. Traffic Signal Improvements 4. Time of Completion 00 41 00 BID FORM Page 2 of 21 4.1. The Work will be complete for Final Acceptance within 600 calendar days after the date when 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 (Bidders are encourage to submit the utilization form at the time of bid opening) 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 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 2 00 41 00 BID FORM Page 3 of 21 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete> $16,588,256.15 Alternate Bid <use this if applicable, otherwise delete> Deductive Alternate<use this if applicable, otherwise delete> Additive Alternate <use this if applicable, otherwise delete> Total Bid 7. Bid Submittal This Bid is submitted on 12/6/2012 by the entity named below. Respectfully submitted, By: il/I /AA (Signature) Troy L. Jackson (Printed Name) Title: VP JCI Partners Inc., General Partner Company: Jackson Construction, Ltd. Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 State of Incorporation: TX Email: Phone: 817-572-3303 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Receipt is acknowledged of Initial the following Addenda: Addendum No. 1: X Addendum No. 2: X Addendum No. 3: Addendum No. 4: Corporate Seal: END OF SECTION Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 2 W 42 43 our Yac>W>S,1L-,ll>P,:.Dg 2 ra,5 of 21 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No. Bidlist Item No. ) Unit I - Water Line imp ovement Bid Items Project Item Information Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bidder's Proposal Bid Value J 1-1 3311.0041 4" Water Pipe 1211 10, 3311 LF 70 637.00 62,590.00 1-2 3311.0141 6" Water Pipe 12 11 10, 3311 LF 690 650.00 634,500.00 1-3 3311.0241 8" Water Pipe 12 11 10, 3311 LF 1,250 645.00 656,250.00 1-4 3311.0441 12" Water Pipe 1211 10, 3311 LF 10,910 649.00 6534,590.00 1-5 3311.0452 12" DIP Water 331110 LF 50 $72.00 $3,600.00 1-6 3305.2004 12" Water Carrier Pipe 33 05 24 LF 280 $68.00 $19,040.00 1-7 3311.0541 16" Water Pipe 1211 10, 3311 LF 1,240 597.00 6120,280.00 1-8 3305.1004 24" Casing By Open Cut 33 05 22 LF 20 5114.00 $2,280.00 1-9 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 260 $420.00 $109,200.00 1-10 3312.3001 4" Gate Valve 33 12 20 EA 2 $650.00 $1,300.00 1-11 3312.3002 6" Gate Valve 331220 EA 27 $665.00 $17,955.00 1-12 3312.3003 8" Gate Valve 3312 20 EA 23 $1,100.00 $25,300.00 1-13 3312.3005 12" Gate Valve 3312 20 EA 62 $2,000.00 $124,000.00 1-14 3312.3006 16" Gate Valve w/ Vault 331220 EA 7 $12,700.00 $88,900.00 1-15 3312.1002 2" Water Air Release Valve & Vault 3312 30 EA 1 $6,512.00 $6,512.00 1-16 3312.0001 Fire Hydrant 331240 EA 25 $2,400.00 $60,000.00 1-17 3312.0101 Connection to Existing 4" Water Main 3312 25 EA 2 $360.00 5720.00 1-18 3312.0102 Connection to Existing 6" Water Main 3312 25 EA 17 $1,300.00 $22,100.00 1-19 3312.0103 Connection to Existing 8" Water Main 3312 25 EA 12 $1,400.00 $16,800.00 1-20 3312.0104 Connection to Existing 10" Water Main 3312 25 EA 2 $1,500.00 $3,000.00 1-21 3312.0105 Connection to Existing 12" Water Main 3312 25 EA 5 $1,600.00 $8,000.00 1-22 3312.0106 Connection to Existing 16" Water Main 3312 25 EA 2 $3,900.00 $7,800.00 1-23 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 1 $4,400.00 $4,400.00 1-24 3312.0110 Connection to Existing 36" Water Main 3312 25 EA 1 $7,600.00 $7,600.00 1-25 3312.2001 1" Water Service, Meter Relocation 331210 EA 162 5320.00 $51,840.00 1-26 3312.2002 1" Bored Service 331210 EA 77 $1,200.00 $92,400.00 1-27 3312.2003 1" Water Service 33 12 10 EA 126 $900.00 $113,400.00 1-28 3312.2004 1" Private Service 33 12 10 LF 1,370 $17.00 $23,290.00 1-29 3312.2201 2" Water Service, Meter Relocation 331210 EA 28 $430.00 512,040.00 1-30 3312.2202 2" Bored Service 331210 EA 14 $2,200.00 $30,800.00 1-31 3312.2203 2" Water Service 331210 EA 14 $2,150.00 $30,100.00 1-32 3312.2204 2" Private Service 331210 LE 180 $29.00 $5,220.00 1-33 3304.0101 Temporary Water Services 33 04 30 LS 1 $70,000.00 $70,000.00 1-34 3201.0115 8' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 670 $54.00 $36,180.00 1-34B 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 32 01 17 LF 40 $46.00 $1,840.00 1-35 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 32 01 17 LF 730 $82.00 $59,860.00 I.36 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, 32 01 17 SY 70 $64.00 $4,480.00 Residential 1-37 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, 3301 17 SY 80 $88.00 $7,040.00 Arterial 1-38 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) 32 01 18 LE 3,030 $12.00 536,360.00 1-39 3201.0613 8" Conc Pvmt Repair 32 01 29 SY 650 $74.00 $48,100.00 WJIP ❑R> PROPOSAL• ADDENDUM 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Unit No. No Description Section No. Measure Quantity Unit Price Bid Value I-39B 3305.0203 Imported EmbedmenUBackfill, CLSM 33 0510 CY 50 $70.00 $3,500.00 I-39C 3305.0204 Imported EmbedmentBackfill, Crushed Rock 33 0510 CY 50 $15.00 $750.00 I-39D 3305.0206 Imported EmbedmentBackfill, Acceptable Backfill 33 0510 CY 50 $15.00 $750.00 -39E 3305.0207 Imported EmbedmenUBackfill, Select Fill 33 0510 CY 50 $15.00 $750.00 00 e2 as BID PROPOS., .NDP\Mnl2 Pape t M21 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Unit No. Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1-40 0241.1001 Water Line Grouting 02 41 14 CY 190 $130.00 524,700.00 1-41 0241.1103 8" Pressure Plug 02 41 14 EA 3 $150.00 $450.00 1-42 0241.1105 12" Pressure Plug 02 41 14 EA 2 $230.00 5460.00 1-43 0241.1204 10" Water Abandonment Plug 02 41 14 EA 2 $550.00 $1,100.00 1-44 0241.1208 20" Water Abandonment Plug 02 41 14 EA 2 $1,600.00 $3,200.00 1-45 0241.1510 Salvage Fire Hydrant 0241 14 EA 17 $300.00 55,100.00 1-46 0241.1301 Remove & Salvage 4" Water Valve 02 41 14 EA 1 545.00 545.00 1-47 0241.1302 Remove & Salvage 6" Water Valve 02 41 14 EA 23 590.00 52,070.00 1-48 0241.1303 Remove & Salvage 8" Water Valve 02 41 14 EA 20 $90.00 $1,800.00 1-49 0241.1304 Remove & Salvage 10" Water Valve 02 41 14 EA 2 $90.00 5180.00 1-50 0241.1305 Remove & Salvage 12" Water Valve 02 41 14 EA 10 $135.00 $1,350.00 1-51 3311.0001 Ductile Iron Water Fittings 3311 11 TON 16 $8,775.00 $140,400.00 1-52 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 80 5600.00 $48,000.00 1.53 3305.0109 Trench Safety 330510 LF 14,220 51.00 $14,220.00 1-54 3305.0110 Utility Markers 33 05 26 LS 1 $35.00 535.00 Unit 1- Water Line Improvement Total: 52,148,527.00 Unit II - Sewer Line Improvement BId Items 11-1 3331.4115 8" Sewer Pipe 11-2 3331.4119 8" DIP Sewer Pipe 11-2B 3331.4120 8" DIP Sewer Pipe, CLSM Backfill 11-3 3331.4225 18" Sewer Pipe I1-4 3305.1102 16" Casing By Other Than Open Cut 11-5 3339.1001 4' Manhole 11-6 3339.1002 4' Drop Manhole 11-7 3339.1003 4' Extra Depth Manhole 11-8 3339.1004 4' Shallow Manhole 11-9 3339.0001 Epoxy Manhole Liner II-10 3305.0107 Manhole Adjustment, Minor 11-11 3305.0112 Concrete Collar 11-12 3305.0203 Imported Embedment/Backfill, CLSM 11-13 3331.3101 4" Sewer Service 11-14 3331.3103 4" Bored Sewer Service 11-15 3331.3105 4" Sewer Service, Private Relocation 11-16 3331.3201 6" Sewer Service 11-17 3331.3203 6" Bored Sewer Service 11-18 3331.3205 6" Sewer Service, Private Relocation 11-19 3201.0115 8' Wide Asphalt Pvmt Repair, Residential II-19B 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 11-20 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 11-21 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 11-22 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 3311 10,33 31 20 3311 10 331110 3311 10,3331 20 33 05 22 LF 2,290 LF 690 LF 1,170 LF LF 70 20 33 3910, 33 39 EA 21 33 3910, 33 39 EA 2 33 3910, 33 39 VF 60 33 39 10, 33 39 EA 1 33 39 60 VF 60 330514 EA 1 33 0517 EA 7 33 05 10 CY 50 33 31 50 EA 32 33 31 50 EA 10 33 31 50 LE 210 33 31 50 LF 10 33 31 50 EA 7 33 31 50 LF 90 32 01 17 LF 140 3201 17 LF 70 320117 LF 570 32 01 17 SY 20 33 01 17 SY 60 534.00 $77,860.00 $75.00 $51,750.00 584.00 $98,280.00 $230.00 $16,100.00 $400.00 $8,000.00 $2,500.00 $52,500.00 $2,900.00 $5,800.00 $300.00 $18,000.00 $1,400.00 $1,400.00 $140.00 58,400.00 $425.00 $425.00 5400.00 $2,800.00 $70.00 $3,500.00 5910.00 $29,120.00 $1,800.00 $18,000.00 516.00 53,360.00 $1,000.00 $10,000.00 $2,000.00 $14,000.00 519.00 $1,710.00 $54.00 $7,560.00 $46.00 $3,220.00 $82.00 $46,740.00 $64.00 $1,280.00 $88.00 $5,280.00 a14z43 aR> PROPOSAL • ADDENDUM 2 P.ges„fn SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit No. Bidlisl Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 11-23 3201.0400 Temporary Asphalt Paving Repair (6" HMAC) 32 01 18 LF 280 512.00 $3,360.00 II-23B 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 0510 CY 50 $15.00 $750.00 II-23C 3305.0206 Imported Embedment/Backfill, Acceptable Backfill 33 0510 CY 50 515.00 $750.00 II-23D 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 50 515.00 $750.00 4243 BD PROPOSAL. ADDENDUM 2 Pag<9421 11-26B UNIT PRICE BID Unit No. SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No Description Section No. Measure Unit Price Bid Value Quantity 11-24 0241.2001 Sanitary Line Grouting 02 41 14 CY 60 $130.00 $7,800.00 11-25 0241.2102 6" Sewer Abandonment Plug 02 41 14 EA 5 5150.00 $750.00 11-26 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 12 5500.00 $6,000.00 0242.2201 Abandon 4' Sewer Manhole 03 41 14 EA 3 $400.00 $1,200.00 11-27 3301.0001 Pre -CCTV Inspection 33 01 31 LF 3,710 52.00 $7,420.00 11-28 3301.0002 Post -CCTV Inspection 33 01 31 LF 3,980 $1.00 $3,980.00 11-29 3301.0101 Manhole Vacuum Testing 33 01 30 EA 24 $150.00 $3,600.00 11-30 3303.0001 Bypass Pumping 330310 LS 1 537,000.00 $37,000.00 11-31 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 18 5600.00 $10,800.00 11-32 3305.0109 Trench Safety 330510 LF 3,970 $1.00 $3,970.00 11-33 3305.0110 Utility Markers 33 05 26 LS 1 $500.00 5500.00 Unit 11- Sewer Line Improvement Total: $573,715.00 Unit III - Paving and Drainage Improvement Bid Items GENERAL 111-1 0241.0100 Remove Sidewalk 02 41 13 SF 103,400 $0175 $77,550.00 111-2 0241.0100 Remove Steps 02 41 13 SF 220 $1.00 5220.00 111-3 0241.0300 Remove ADA Ramp 02 41 13 EA 62 530.00 $1,860.00 111-4 0241.0401 Remove Concrete Drive 02 41 13 SF 72,850 $0.75 $54,637.50 111-5 0241.0402 Remove Asphalt Drive 02 41 13 SF 1,230 $0.75 $922.50 111-6 0241.0500 Remove Fence 02 41 13 LF 100 53.00 $300.00 111-7 0241.0600 Remove Wail >4' 02 41 13 LF 100 55.00 $500.00 111-8 0241.0700 Remove Mailbox 02 41 13 EA 71 $75.00 $5,325.00 111-9 0241.0900 Remove Misc Conc Structure (Sta 117+10) 02 41 13 LS 1 $450.00 $450.00 111-10 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 78,500 $2.00 $157,000.00 111-11 0241.1200 Remove Brick Pvmt and Concrete Base (Salvage 02 41 15 SY 56,550 523.50 $1,328,925.00 Brick) III-12 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 24,450 53.00 $73,350.00 111-13 0241.1400 Remove Conc Valley Gutter 02 41 15 SY 150 $9.00 $1,350.00 III-14 0241.4001 Remove 10' Curb Inlet 02 41 14 EA 35 $700.00 524,500.00 III-15 0241.1508 4" Surface Milling (Bridge Pavement) 02 41 13 SY 1,350 $5.00 $6,750.00 111-16 9999.0066 Remove and Salvage Advanced Pedestrian Flasher 99 99 00 EA 2 $700.00 $1,400.00 111-17 9999.0065 Remove Bollard 99 99 00 EA 18 525.00 $450.00 III-18 9999.0067 Remove Pay Phone 99 99 00 EA 3 $150.00 $450.00 Ill-19 3471.0001 Traffic Control 34 71 13 MO 20 $5,000.00 $100,000.00 111-20 3471.0002 Portable Message Sign 34 71 13 WK 24 $725.00 $17,400.00 111-21 3110.0102 6"-12" Tree Removal 31 10 00 EA 15 5250.00 $3,750.00 111-22 3110.0103 12"-18"Tree Removal 31 10 00 EA 27 $500.00 $13,500.00 111-23 3110.0104 18"-24" Tree Removal 31 10 00 EA 3 $1,000.00 $3,000.00 III-24 3110.0105 24" and Larger Tree Removal 31 10 00 EA 2 $1,500.00 $3,000.00 111-25 3123.0101 Unclassified Excavation 31 23 16 CY 13,690 $16.50 $225,885.00 111-26 3124.0101 Embankment 31 24 00 CY 4,440 $1.00 $4,440.00 111-27 3125.0101 SWPPP>_1acre 31 25 00 LS 1 $25,000.00 $25,000.00 W A243 aYl PROPOSA1. - ADDE\IN412 Page to 421 UNIT PRICE BID Project Item Information Unit No. BIdttst Item Description III-27B 3201.0400 Temporary Asphalt Paving Repair IIII-28 3232.0201 Std Ret Wall - RW 1 (L) A (Height <4) IIII-29 3232.0201 Std Ret Wall - RW 1 (L) A (Height> 4) IIII-30 3291.0100 Topsoil SECTION 00 42 43 PROPOSAL FORM Bidder's Application Bidder's Proposal Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity 32 01 18 LF 850 $12.00 $10,200.00 32 32 13 SF 2,570 $14.00 $35,980.00 32 3213 SF 480 $26.00 $12,480.00 32 91 19 CY 2,920 $19.00 $55,480.00 004242 ❑m Peoms.u.-.uwe.2,12 Page II of 21 UNIT PRICE BID Unit No. SECTION 00 4243 PROPOSAL FORM Project Item Information Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bidder's Application Bidder's Proposal III-31 3292.0400 Hydromulch Seeding 32 92 13 SY 24,990 52.00 $49,980.00 111-32 3441.1804 Temp Traffic Signal 34 41 10 EA 3 $10,000.00 $30,000.00 111-33 9999.0068 Remove and Salvage Street Light Poles 99 99 00 EA 86 $350.00 $30,100.00 III-34 3441.2001 Removing Traffic Signals 34 41 13 EA 8 $10,000.00 $80,000.00 III-35 9999.0055 Gate Relocation 99 99 00 EA 3 $585.00 $1,755.00 III-36 9999.0069 Remove and Replace Brick Mailbox (STA 139+00) 99 99 00 EA 1 $614.00 $614.00 III-37 9999.0064 Meter Box -Adjustment 99 99 00 EA 190 $73.00 $13,870.00 111-38 9999.0052 Mailboxes 99 99 00 EA 71 5241.00 $17,111.001 III-39 9999.0030 Neighborhood Signs 99 99 00 EA 8 $409.00 $3,272.001 III-39B 9999.0106 Remove and Relocate Light 99 99 00 EA 1 $2,130.00 $2,130.001 III-40 9999.0010 Miscellaneous Construction Force Account 99 99 00 EA 250,000 $1.00 $250,000.00I III-41 9999.0011 Miscellaneous Utility Force Account 99 99 00 EA 50,000 $1.00 $50,000.00 PAVING III-42 3211.0400 Lime Material (40 Ibs/SY) 32 11 29 TN 1,532 $163.00 $249,716.00 III-43 3211.0501 8" Lime Treatment 32 11 29 SY 76,600 53.70 $283,420.00 III-44 3212.0302 2" Asphalt Pvmt Type D (Bridge Overlay) 32 12 16 SY 1,350 $14.00 $18,900.00 III-45 3212.0302 2" Asphalt Pvmt Type D (Park Parking Lot) 331216 SY 250 $19.00 $4,750.00 III-46 3212.0401 6" HMAC Transition (Side Streets) 321216 SY 1,760 $42.00 $73,920.00 III-47 3213.0104 9" Conc Pvmt 321313 SY 75,890 $45.30 $3,437,817.00 III-48 3213.0204 9" Conc Pvmt HES 321313 SY 1,320 $55.00 $72,600.00 III-49 3213.0301 4" Conc Sidewalk 32 13 20 SF 91,390 $3.70 $338,143.00 111-50 3213.0303 6" Concrete Sidewalk 321320 SF 3,370 $4.50 $15,165.00 III-51 9999.0051 Intall Concrete Steps 99 99 00 SF 220 $10.00 $2,200.00 III-52 9999.0050 Remove and Reinstall Gate Track 99 99 00 LS 1 $600.00 $600.00 111-53 3213.0401 6" Concrete Driveway 32 13 20 SF 49,370 $5.80 5286,346.00 III-54 3216.0101 6" Concrete Curb (Inside Edge of Truck Apron) 32 16 13 LF 700 $8.00 $5,600.00 III-55 9999.0053 3" Mountable Curb (Outside Edge of Truck Apron) 99 99 00 LF 620 56.00 $3,720.00 111.56 3216.0101 6" Curb and Gutter (Park Parking Lot) 321613 LF 260 $28.00 $7,280.00 111.57 3211.0212 6" Flex Base, Type B, GR-2, (Drwy Transitions and 3211 23 SY 1,360 $13.00 $17,680.00 Park Parking) 111-58 3213.0521 6' Type M-1 Ramp 321320 EA 7 $1,000.00 $7,000.00 III-59 3213.0522 6' Type M-2 Ramp 32 13 20 EA 2 1,000.00 $2,000.00 III-60 3213.0523 6' Type M-3 Ramp 3213 20 EA 2 1,000.00 $2,000.00 III-61 3213.0524 6' Type R-1 Ramp 3213 20 EA 30 1,300.00 $39,000.00 III-62 3213.0525 6' Type U-1 Ramp 32 13 20 EA 9 $1,300.00 $11,700.00 111.63 3213.0526 6' Type P-1 Ramp 32 13 20 EA 34 $1,000.00 $34,000.00 III-64 3213.0527 6' Type P-2 Ramp 32 13 20 EA 1 $1,000.00 $1,000.00 111-65 3213.0528 6' Combination Type P-1 Ramp 321320 EA 4 $1,300.00 $5,200.00 III-66 9999.0054 Concrete Bollards 99 99 00 EA 3 5425.00 $1,275.00 DRAINAGE III-67 III.68 3341.0205 3342.0205 18" RCP, Class III 24" RCP, Class 111 33 41 10 34 41 10 LF LF 500 6,670 $63.00 571.00 $31,500.0 $473,570.0 VSVII 00 42 43 aa) PROP325.31, •.11)Pg,I2 f12 P.ga 0121 UNIT PRICE BID Unit No. Bidlist Item No. III-69 3341.3020 30" RCP, Class III Project Item information Description SECTION 00 42 43 PROPOSAL FORM Specification Section No. 33 41 10 Unit of Measure LF Bid Quantity 1,550 Bidder's Application Unit Price Bidder's Proposal $85.00 Bid Value $131,750.001 W J3 J3 BID PROPOSAL -ADDENDUM 2 Pagc 13 of 31 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information Unit No. Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 111-70 3341.0309 36" RCP, Class III 33 41 10 LF 1,910 $102.00 $194,820.00 Bidder's Application Bidder's Proposal III-71 3341.0402 42" RCP, Class III 31 41 10 LF 260 $136.00 $35,360.00 III-72 3341.0502 54" RCP, Class III 32 41 10 LF 420 $196.00 $82,320.00 111-73 3341.1101 4'x2" RCB, Class III 33 41 10 LF 250 $162.00 $40,500.00 III-73B 9999.1004 Concrete Wye Connections 99 99 00 EA 20 $100.00 $2,000.00 111-74 3349.9001 2' Grate Inlet 33 49 20 EA 3 $900.00 $2,700.00 III-75 3349.0002 4' Storm Junction Box 33 4910 EA 28 $3,300.00 $92,400.00 III-76 3349.0003 5' Storm Junction Box 34 4910 EA 6 $4,900.00 $29,400.00 III.77 3349.0004 6' Storm Junction Box 35 4910 EA 7 $4,700.00 $32,900.00 III-77B 3349.5001 10' Curb Inlet 31 49 20 EA 3 $3,000.00 $9,000.00 III-78 3349.5002 15' Curb Inlet 31 49 20 EA 4 $4,100.00 $16,400.00 III-79 3349.5003 20' Curb Inlet 32 49 20 EA 2 $5,500.00 $11,000.00 111.80 3349.6001 10' Recessed Inlet 33 49 20 EA 30 $3,000.00 $90,000.00 III-81 3349.6002 15' Recessed Inlet 33 49 20 EA 24 $4,100.00 $98,400.00 III-82 3349.6003 20' Recessed Inlet 33 49 20 EA 14 $5,500.00 $77,000.00 III-83 9999.0062 10' Type II Inlet 33 49 20 EA 10 $3,600.00 $36,000.00 III-83B 9999.0062 15' Type II Inlet 33 49 20 EA 3 $4,900.00 $14,700.00 111-84 9999.0062 20' Type II Inlet 33 49 20 EA 3 $6,500.00 619,500.00 III-85 9999.0063 Grate Inlet 99 99 00 EA 2 $2,900.00 $5,800.00 III-86 9999.0079 Riprap (Conc) (5 In) 99 99 00 SY 30 $57.00 $1,710.00 III-87 9999.0060 Culvert Cleanout (STA 121+50) 99 99 00 LF 140 $30.00 $4,200.00 III-88 9999.0061 24" Headwall 99 99 00 EA 1 $2,300.00 $2,300.00 III-89 9999.0061 4'x2' Headwall 33 49 40 EA 1 $2,500.00 $2,500.00 SIGNAL (BEACH, CONNER, & BISHOP) 111-90 2605.0111 ELEC SERV PED 26 05 00 EA 3 $5,800.00 517,400.00 III-91 2605.3004 1 1/4" CONDT RM (Riser) 26 05 33 LF 105 $20.00 $2,100.00 Ill-92 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 514 $11.00 $5,654.00 III.93 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,242 512.00 $14,904.00 III-94 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 143 $14.00 $2,002.00 III-95 3441.1001 3-Sect Signal Head Assmbly 34 41 10 EA 24 $800.00 $19,200.00 III-96 3441.1003 5-Sect Signal Head Assmbly 34 41 10 EA 4 $1,250.00 $5,000.00 111.97 3441.1011 Ped Signal Head Assmbly 34 41 10 EA 24 $612.00 $14,688.00 III-98 3441.1021 2" Ped Push BTN Station W/ Sign (SIG Pole) 3441 10 EA 12 $484.00 $5,808.00 111-99 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 3441 10 EA 12 5484.00 $5,808.00 111-100 3441.1203 Install Radar Presence Detect System 34 41 10 EA 12 $9,725.00 $116,700.00 III-101 3441.1208 Install Emergency Vehicle Preemption System 34 41 10 LS 3 $1,640.00 $4,920.00 III-102 3441.1313 8/C 14 AWG Multi -Conductor Cable 34 41 10 LF 568 $2.35 $1,334.80 III-103 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,300 $4.70 $6,110.00 III-104 3441.1408 NO 6 Insulated Elec Condr 34 41 10 LF 1,542 $1.20 $1,850.401 111-105 3441.1409 NO 8 Insulated Elec Condr 3441 10 LF 2,080 $1.00 $2,080.001 III-106 3441.1414 NO 8 Bare Elec Condr 3441 10 LF 1,306 $1.20 $1,567.201 q 32 32 BID PROPOSAL • ,\nDPt`14.) Page IS 2) SECTION 00 42 43 PROPOSAL FORM UNIT PRICE DID Project Item Information Unit No. Bidlist Item Description Specification Unit of Bid No. Section No. rsleasure Quantity III-107 3441.1503 Ground Box, Large, wl Lid Apron 34 41 10 EA 13 III-108 3441.1606 Install 10' -14' Ped Pole Assmbly 34 41 10 EA 12 III-109 3441.1617 Install Type 41 Signal Pole 34 41 10 EA 7 Bidder's Application Unit Price Bidder's Proposal Bid Value $1,025.00 $13,325.00 $500.00 $6,000.00 $500.00 $3,500.00 40 42 4, HD PROPOSAL- AO0F151,1,2 PAft 15 4121 UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidder's Proposal Unit No. Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity III-110 3441.1619 Install Type 43 Signal Pole 34 41 10 EA 4 III-111 3441.1620 Install Type 44 Signal Pole 34 41 10 EA 1 III-112 3441.1626 Install Mast Arm16'-36' 34 41 10 EA 7 III-113 3441.1627 Install Mast Arm 40'-48' 34 41 10 EA 5 III-114 3441.1701 TY 1 Signal Foundation 34 41 10 EA 12 III-115 3441.1703 TY 3 Signal Foundation 3441 10 EA 7 111-116 3441.1704 TV 4 Signal Foundation 34 41 10 EA 5 III-117 9999.0100 Furnish/Install Decorative Plastic Wrap around 99 99 00 EA 2 Controller Cabinet III-118 3441.1724 Install Controller & Cabinet, Ground MNT 34 41 10 EA 3 PAVEMENT MARKINGS AND SIGNS III-119 3217.2001 Raised Marker TY W 3217 23 EA 2,250 III-120 3217.2002 Raised Marker TY Y 3217 23 EA 1,100 III-121 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 680 III-122 3217.2103 REFL Raised Marker TY II -A -A 3217 23 EA 4,350 111-123 3217.0101 Words & Symbols Pvmt Marking HAE (W) 3317 23 EA 32 III-124 3217.0001 4" SLD Pvmt Marking HAS (W) 3217 23 LF 2,500 III-125 3217.0002 6" SLD Pvmt Marking HAE (W) 3417 23 LF 216 III-126 3217.0301 12" SLD Pvmt Marking HAE (W) 3517 23 LF 1,450 111-127 3217.0401 18" SLD Pvmt Marking HAE (W) 32 17 23 LF 1,210 III-128 9999.0042 Furnishing and Installing Ground Mounted Sign, 99 99 00 EA 66 Assembly, Foundation III-129 3441.1626 Install Mast Arm 16'-36' 34 41 10 EA 6 III-129B 3441.1618 Install Type 42 Signal Pole 34 41 10 EA 6 III-130 3441.1703 TY 3 Signal Foundation 3441 10 EA 6 ILLUMINATION III-131 2605.0111 ELEC SERV PED III.132 3441.3003 Rdwy Illum Assmbly TY 18 (Fixture, Pole & Arm) (Black) III-133 3441.3021 Ornamental Assmbly Type A14/20, Simple (Black) III-134 3441.1502 Ground Box, Small, w/Lid III-135 3441.3302 Rdwy Illum Foundation TY 3 (Roadway) III-136 3441.3404 2-2-2-4 Quadplex Alum EIc Conductor (Entire Protect) III-137 2605.3021 3" CONDT PVC SCH 40 (T) (Entire Project) III-138 9999.0041 1-1/2" CONDT RM (Including hardware to hang under Bridge) III-139 2605.3011 2" CONDT PVC SCH 40 (T) (Entire Protect) FIBER III-140 9999.0101 Communcation Ground Box (24"x36"x36") III-141 9999.0102 Communcation Ground Box (48"x48"x36") III-143 9999.0202 Detectable cloth innerduct (3" 3-Cell)(Maxcell or approved equal) III-144 9999.0041 3" CONDT RM (Including hardware to hang under Bridge) III-145 9999.0203 4" HDPE orange conduit Unit Price Bid Value $500.00 $2,000.00 5500.00 $500.00 $650.00 $4,550.00 $740.00 $3,700.00 $1,200.00 $14,400.00 $2,400.00 $16,800.00 $3,280.00 $16,400.00 $1,400.00 $2,800.00 $12,000.00 $36,000.00 55.00 $11,250.00 $5.00 $5,500.00 $6.00 $4,080.00 $6.00 $26,100.00 $220.00 $7,040.00 $1.60 $4,000.00 $2.00 $432.00 $6.40 $9,280.00 $10.00 $12,100.00 $400.00 $26,400.00 $500.00 $3,000.00 $500.00 $3,000.00 $2,400.00 $14,400.00 26 05 00 EA 3 $3,000.00 $9,000.00 34 41 20 EA 105 $2,100.00 $220,500.00 34 41 20 EA 6 $3,700.00 $22,200.00 34 41 10 EA 28 $550.00 $15,400.00 34 41 20 EA 105 $800.00 $84,000.00 34 41 20 LF 27,200 $2.00 $54,400.00 26 05 33 LF 560 $10.00 $5,600.00 26 05 33 LF 440 $25.00 $11,000.00 26 05 33 LF 30,670 $5.30 $162,551.00 99 99 01 EA 23 $1,000.00 $23,000.00 99 99 01 EA 2 $5,000.00 $10,000.00 99 99 02 LF 11,420 $6.00 $68,520.00 26 05 33 LF 240 535.00 $8,400.00 99 99 02 LF 11,420 $13.00 $148,460.00 W4243 am PROPOSAL- u>uL 1AM 2 P�Sa 16 of 21 UNIT PRICE BID Unit No. 8idlist Item No. SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidder's Proposal Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value AMENITIES III-146 9999.0301 Plant 4" Tree (Large Shade Tree) 99 99 03 EA 148 $525.00 $77,700.00 III.147 9999.0301 Ornamental Grass (#3 Class) 99 99 00 SF 3,920 $31,00 $121,520.00 III-148 9999.0301 Shrubs #5 Class) 99 99 00 SF 2,060 $28.00 $57,680.00 111-149 9999.0032 Sign -Ceramic Tile Street Names - Install 99 99 00 EA 35 $292.00 $10,220.00 III-150 9999.0031 Street Light Banner Hardware 99 99 00 EA 14 $117.00 $1,638.00 III-151 9999.0033 Irrigation (Entire Project US 287 to Miller) 99 99 00 LS 1 $112,000.00 $112,000.00 III-152 9999.0034 Stamped and Stained Concrete Crosswalks (9") 99 99 00 SF 4,100 510.00 $41,000.00 III-153 9999.0035 Stamped and Stained Concrete Medians (4") 99 99 00 SF 3,500 $7.00 $24,500.00 III-154 9999.0034 Stamped and Stained Concrete Truck Apron (12") 99 99 00 SF 7,500 $12.00 $90,000.00 111-155 9999.0036 Tree Protection Fence (Entire Project) 99 99 00 LS 1 $5,900.00 $5,900.00 III-155B 9999.0106 Remove TWU Fence and Salvage to TWU 99 99 00 LF 135 $4.00 $540.00 111-156 9999.0037 Bus Stop Foundations (6" Slab) 99 99 00 EA 6 $1,900.00 $11,400.00 III-157 9999.0038 Bus Shelters (Black) 99 99 00 EA 6 $7,700.00 $46,200.00 III-158 9999.0021 Historical Kiosks 99 99 00 EA 3 $7,200.00 $21,600.00 III-159 9999.0040 Landscape Edge Detail 99 99 00 LF 515 $14.00 $7,210.00 I I I.160 9999.0039 Water Tap / Meter / Fee 99 99 00 EA 4 $950.00 $3,800.00 III-161 3110.0105 24" and Larger Tree Removal 31 10 00 EA 2 $1,500.00 $3,000.00 Unit III - Paving and Drainage Improvement Total: $11,186,271.40 Unit IV - Sustainable Development Bid Items (Nashville to Collard) GENERAL IV-1 3213.0303 6" Concrete Sidewalk Base 321320 SF 34,400 55.00 $172,000.00 IV-2 9999.0301 Plant 4" Tree (Large Shade Tree) 99 99 03 EA 46 $525.00 $24,150.00 IV-3 3213.0521 6' Type M-1 Ramp 32 13 20 EA 6 $1,000.00 $6,000.00 IV-4 3213.0524 6' Type R-1 Ramp 32 13 20 EA 1 $1,300.00 $1,300.00 IV-5 3213.0525 6' Type U-1 Ramp 321320 EA 13 $1,300.00 $16,900.00 IV-6 9999.0034 Stamped and Stained Concrete Crosswalks 99 99 00 SF 9,300 $10.00 $93,000.00 IV-7 9999,0020 Bicycle Racks 99 99 00 EA 2 $960.00 $1,920.00 IV-8 9999.0020 Trash Receptacles 99 99 00 EA 16 $1,150.00 $18,400.00 IV-9 9999.0301 Groundcover 99 99 03 SF 5,880 $5.00 $29,400.00 IV-10 9999.0022 Landscape Drainage System 99 99 00 LS 1 $24,000.00 $24,000.00 IV-11 9999.0400 Structural Soil 99 99 00 LS 1 $3,000.00 $3,000.00 IV-12 9999.0020 4'x4' Tree Grate 99 99 00 EA 40 $1,800.00 $72,000.00 IV-13 3232.0201 8" Std Ret Wall - RW 1 (L) A (Height <4) 32 3213 SF 1,270 $16.00 $20,320.00 IV-14 9999.0020 Cast in Place Seat Wall (including Seat wall 99 99 00 LF 520 $100.00 $52,000.00 columns) IV-15 3214.0100 Brick Pvmt (Sidewalk) 321416 SF 34,400 511.00 $378,400.00 IV-15B 9999.0020 Tree Aeration Pipe under 10' Sidewalk 99 99 00 LS 1 $2,700.00 $2,700.00 IV-15C 9999.0020 Crushed Stone Base under 10' Sidewalk 99 99 00 LS 1 $44,000.00 $44,000.00 IV-15D 9999.0020 Reconstruction of TWU feature @ NE corner of 99 99 00 LS 1 $4,600.00 $4,600.00 Wesleyan and Rosedale IV-16 9999.0020 Cast in Place Planters 99 99 00 EA 5 $3,400.00 $17,000.00 IV-17 9999.0020 Benches 99 99 00 EA 16 $1,700.00 $27,200.00 00421 HID PROPOSAL-ADDP\iHfSi 2 P'5s 11 of 21 UNIT PRICE BID Unit No. Project Item Information Bidlist Item No. Description SECTION 00 42 43 PROPOSAL FORM Specification Section No. Unit of Measure Bid Quantity Bidder's Application Unit Price Bidder's Proposal Bid Value Signal (Thrall, Wesleyan, Vaughn & Collard) IV-18 2605.0111 ELEC SERV PED 26 05 00 EA 4 $5,700.00 $22,800.00 IV-19 2605.3004 1 1/4" CONDT RM (Riser) 26 05 33 LF 140 $20.00 $2,800.00 IV-20 2605.3011 2" CONDT PVC SCH 80 (T) 26 05 33 LF 679 $11.00 $7,469.00 IV-21 2605.3021 3" CONDT PVC SCH 80 (T) 26 05 33 LF 1,490 $12.00 $17,880.00 IV-22 2605.3031 4" CONDT PVC SCH 80 (T) 26 05 33 LF 220 514.00 $3,080.00 IV-23 3441.1001 3-Sect Signal Head Assmbly 34 41 10 EA 32 $800.00 $25,600.00 IV-24 3441.1011 Ped Signal Head Assmbly 3441 10 EA 32 $612.00 $19,584.00 IV-25 3441.1021 2" Ped Push BTN Station W/ Sign (SIG Pole) 34 41 10 EA 16 $500.00 $8,000.00 IV-26 3441.1022 2" Ped Push BTN Station W/ Sign (Ped Pole) 3441 10 EA 16 $500.00 $8,000.00 IV-27 3441.1203 Install Radar Presence Detect System 3441 10 EA 16 $9,700.00 $155,200.00 IV-28 3441.1208 Install Emergency Vehicle Preemption System 34 41 10 LS 4 $1,650.00 $6,600.00 IV-29 3441.1313 8IC 14 AWG Multi -Conductor Cable 34 41 10 LF 377 $2.50 $942.50 IV-30 3441.1315 20/C 14 AWG Multi -Conductor Cable 34 41 10 LF 1,651 $4.70 $7,759.70 IV-31 3441.1408 NO 6 Insulated Elec Condr 34 41 10 LF 1,974 $1.20 $2,368.80 IV-32 3441.1409 NO 8 Insulated Elec Condr 3441 10 LF 3,312 $1.00 $3,312.00 IV-33 3441.1414 N08 Bare Elec Condr 34 41 10 LF 1,413 $0.75 $1,059.75 IV-34 3441.1503 Ground Box, Large, wl Lid Apron 34 41 10 EA 16 $1,000.00 $16,000.00 IV-35 3441.1606 Install 10' - 14' Ped Pole Assmbly 34 41 10 EA 16 $500.00 $8,000.00 IV-36 3441.1617 Install Type 41 Signal Pole 3441 10 EA 16 $500.00 $8,000.00 IV-37 3441.1626 Install Mast Arm 16' - 36' 34 41 10 EA 16 $650.00 $10,400.00 IV-38 3441.1701 TY1 Signal Foundation 34 41 10 EA 16 $1,200.00 $19,200.00 IV-39 3441.1703 TV 3 Signal Foundation 34 41 10 EA 16 $2,400.00 $38,400.00 IV-40 9999.0100 Furnishllnstall Decorative Plastic Wrap around gg gg 00 EA 3 $1,400.00 $4,200.00 Controller Cabinet IV-41 3441.1722 Furnish/Install Controller & Cabinet, Ground MNT 54 41 10 EA 4 $12,000.00 $48,000.00 Illumination IV-42 3441.1502 Ground Box, Small, w/Lid 3441 10 EA 11 $900.00 $9,900.00 IV-43 3441.3003 Rdwy Ilium Assmbly TY 18 (Fixture, Pole & Arm) 3441 20 EA 15 $2,000.00 $30,000.00 (Black) IV-44 3441.3021 Ornamental Assmbly Type A14120, Simple (Black) 34 41 20 EA 51 $2,700.00 $137,700.00 IV-44B 3441.3021 Ornamental Assmbly Type A11/20, Simple (Black) 3441 20 EA 15 $2,700.00 $40,500.00 IV-45 3441.3302 Rdwy Ilium Foundation TV 3 (Roadway) 34 41 20 EA 15 $900.00 $13,500.00 IV-46 3441.3303 Rdwy Ilium Foundation TY 5 (Pedestrain) 34 41 20 EA 66 $700.00 $46,200.00 Unit IV - Sustainable Development Improvements Total: $1,730,745.75 00 42 43 Ilia PROPOSAL .3.1413E213UN12 Page 180(21 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item information Bidlist Item Specification Unit of Bid Unit No. No Description Section No. Measure/ Quantity Unit V - Sycamore Creek Bridge V-1 3123.0101 Unclassified Excavation 31 2316 CY 6,240 $20.00 $124,800.00 V-2 9999.0070 Low Profile Concrete Barrier (TxDOT Item 512) 99 99 00 LF 260 529.00 $7,540.00 (Types I) V-3 9999.0071 Low Profile Concrete Barrier (TxDOT Item 512) 99 gg 00 LF 40 $28.00 $1,120.00 (Types 11) V-4 9999.0072 Temporary Special Shoring (TxDOT Item 403) 99 99 00 SF 1,850 523.00 $42,550.00 V-5 9999.0073 Drill Shaft (18") 99 99 00 LF 80 545.00 $3,600.00 V-6 9999.0073 Drill Shaft (36") 99 99 00 LF 610 5178.00 $108,580.00 V-7 9999.0074 CL C Conc (Abut) 99 99 00 CY 90 $1,400.00 $126,000.00 V-8 9999.0075 CL S Conc (Appr Slab) 99 99 00 CY 110 $630.00 $69,300.00 V-9 9999.0076 Reinf Conc Slab 99 99 00 SF 6,120 $29.50 $180,540.00 V-10 9999.0077 Prestr Conc Girder (TX40) 99 99 00 LF 895 5186.00 $166,470.00 V-11 9999.0078 Conc Surf Treat (Class I) 99 99 00 SY 770 $2.50 $1,925.001 V-12 9999.0079 Riprap (Conc) (5 In) 99 99 00 CY 110 $379.00 $41,690.00I V-13 9999.0080 Structural Steel (Misc Bridge) 99 99 00 LB 308 $15.00 $4,620.00 V-14 9999.0081 Rail (TY T411) 99 99 00 LF 230 $190.00 $43,700.00 V-15 9999.0082 Sealed Expansion Joint (4 In) (SEJ-A) 99 99 00 LF 112 $140.00 $15,680.00 V-16 9999.0083 TxDOT ADA Handrail (TxDOT Item 450)(Type C) 99 99 00 LF 115 $74.00 $8,510.00 Unit V - Sycamore Creek Bridge Total: $946,625.00 Bidder's Proposal Unit VI - Public Art Foundation VI-1 VI-2 9999.0090 9999.0090 Drilled Piers (18") Reinforced Concrete Slab (2' Thick) Unit I - Water Line Improvement Total Unit II - Sewer Line Improvement Total Unit III - Paving and Drainage Improvement Bid Items Unit IV - Sustainable Development Bid Items (Nashville to Collard) Unit V - Sycamore Creek Bridge Unit VI - Public Art Foundation 99 99 00 VF 30 99 99 00 SF 52 Bid Summary Unit Price Unit VI Public Art Foundation Total: Units I & 11 Total: Total Base Bid (Units I -VI): Bid Value $60.00 $1,800.00 $11.00 5572.00 $2,372.00 $2,148,527.00 $573,715.00 $2,722,242.00 $11,186,271.40 $1,730,745.75 $946,625.00 $2,372.00 $16,588,256.15 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 19 of 21 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 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 State Here or Blank , 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 State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Drive Fort Worth, Texas 76119 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 (Signgtdre) Title: VP JCI Partners Inc., General Partner Date: I /I L Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 2 1 2 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 00 45 11 - 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/taxnermit/ 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 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 63 ] 6 1 2 3 4 5 6 7 8 9 0045 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 45 12 BID FORM Page 1 of 1 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Illumination Improvements Paving Improvements Water and Sewer Improvements Traffic Signal Improvements Durable Specialties Inc. Jackson Construction, Ltd. Jackson Construction, Ltd. Durable Specialties Inc. Prequalification Expiration Date 10/11/2013 1 /1 /2013 4/30/2013 10/11/2013 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, Texas 76119 By: Troy L. Jackson ( ignature) Title: VP JCI Partners Inc., General Partner Date: Z (p //Z r• END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 2 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 00142. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 Jackson Construction, LTD By: 12 Company / % l/ 14 / / ���� //l l -&J/ 15 Address 16 17 18 Cify/State/Zip 19 20 21 THE STATE OF TEXAS 22 23 COUNTY OF TARRANT § 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 t/14,4/1-6 Troy L. Jackson (Please Print) Signature: Title: VP JCI Partners Inc., General Partner (Please Print) BEF RE ME, t e nder gned uthority, on this day personally appeared . a C, ,Jaa, known to me to be the person whose name is subscrl e tJ foregoing instrp nt, and ack wledged to me that he/she executed the same as the act and tamed ofr % /��� for the purposes and i/ i��Qp��� p p consideration therein expressed and in the capacity therein stated. N UNDER Y HAND AND SEAL OF OFFICE this Q ,20a .P. A __ Notary Public, CARMEN L. ESTEP State of Texa s My Commission Expires April 06, 2016 day of otary Public in and or the Sta e of Te END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 12% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 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 Business Diversity Ordinance shall result in the Bid being considered non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. 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 September 29, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 00 52 43 - 1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on FE{�12 2013 his 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 Jackson Construction. Ltd., authorized to do business in Texas, acting by and 6 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 Construction of East Rosedale Street from Miller Avenue to U.S. Hi2hwav 287 16 City Proiect Number 00142 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 600 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 and no/100 Dollars ($650.00) for each day that expires after the 33 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 34 of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale, US 287 to Hiller Aye City Project #: 001,12 005243-2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Sixteen Million Five Hundred Eighty-nine Thousand 39 One Hundred Thirty-three and 65/100 ..Dollars ($16,589,133.65). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MBE and/or SBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale, US 287 to Miller Ave City Project 4: 00142 005243-3 Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being, 82 sought were caused, in whole or in part, by anv act. omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act. omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale, US 287 to Miller Ave City Project #: 00142 00 52 43 - 4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly 122 authorized signatory of the Contractor. 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 128 129 130 131 132 133 134 135 136 137 138 Contractor: Jackson ConstruQtion, Ltd. v (Signature) Q 8.1.1 �. rinTtedName Title:JACKSON CONSTRUCTION, LTD Address: 5112 Sun Valley Dr. Fort Worth, TX 76119 City/State/Zip: Date OFFICIAL RECORD! CITY SECRETARY FT. WORTH, TX City of Fort Worth ----) By: I Fernando Costa Assistant City Manager Date Z Attest: City Seer : ary (Seal) M&C C Z6v f$ Date: Z - it - / 3 to F rm and Legality: Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: W Doug W. Wiersig, P.E. DIREC R, Transportation Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 0 Li „000tte East Rosedale, US 287 to 4filler Ave City Project II: 00142 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 SECTION 00 61 13 PERFORMANCE BOND 006113-1 PERFORMANCE BOND Page 1 of 2 Bond 1009401 KNOW ALL BY THESE PRESENTS: 8 That we, Jackson Construction, Ltd., known as "Principal" herein and The Hanover 9 Insurance Company , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Sixteen Million Five 13 Hundred Eighty-nine Thousand One Hundred Thirtv-three and 65/100 Dollars 14 ($16.589,133.65), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 16 executors, administrators, 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 day of FEB 1 2 Z013 , 20 , 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 Construction of East Rosedale Street from 22 Miller Avenue to U.S. 287. City Proiect #: 00142 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, andas 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 East Rosedale, Miller Ave to US 287 City Project 1 00142 00 61 13 - 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 FEB 12 2013 day of 6 .20 . 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 itness as to Principa 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Wi ss as to Sure 38 39 40 41 42 43 44 45 ATTEST: PRINCIPAL: Jackson Construction, Ltd. BYL =� Signare Larry H .Tarkson, PreSidant of JCI Name and Title Partners, Inc. General Address: 5112 Sun Valley Drive Partner Fort Worth, TX 76119 SURETY: The Hanover Insurance BY: Jack M Crowley, Attorney in Fact Name and Title Address: 15305 North Dallas Parkway, #1100 Addison. TX 75001 Telephone Number: 977-385-9800 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale, Miller Ave to US 287 City Project #: D0142 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Steven R. Foster, Jack M. Crowley, Patricia A. Smith and/or Marie Perryman of Dallas, TX and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 5th day of December 2011. THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS,,I tSURANCE, OMPANY OF AMERICA Robert Thomas Vice: President Joe F renstrom, Vice President On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. BARBARA A. GARLICK Notary Public Commonwealth of Massachusetts Lty Commas ion Expr4s Sept 21, 2b16 Barbara A. Garlick, Notary Public My Commission Expires September 21, 2018 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this FEBayy of2013 2013. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA MA —A 16; -K4c4-- f in Margosian, Vice President 006114-1 PAYMENT BOND Page 1of2 1 SECTION 00 61 14 2 PAYMENT BOND 3 Bond 1009401 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Jackson Construction, Ltd., known as "Principal" herein, and 8 The Hanover Insurance Company a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of Sixteen Million Five Hundred Eighty-nine Thousand One Hundred Thirty-three and 13 65/100 Dollars ($16,589,133.65), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day of FEB 12 2013 , 20 , 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 Construction of East Rosedale Street from Miller Avenue to U.S., 22 Hiahwav 287. City Proiect #: 00142. 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. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale, US 287 to Miller Ave. City Project #: 00142 00 61 14 - 2 PAYMENT BOND Page 2of2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 . 20 . 4 FEB 12 2013 PRINCIPAL: Jackson Construction, Ltd. ATTEST: BY: J (Pi i,pipal) Se to fitness as to Principa ATTEST: /-`----- Witn ss as to Surety BY: 21, nature Signatur Larry H Jackson, President of JCI Name and Title Partners, Inc., General Partner Address: 51 17 Sim vat 1 ey Drive Fnrt Worth, TX 76119 SURETY: The Hanover Insurance Company 2-;_!!:;) Jack M Crowley. Attorney in Fact Name and Title Address: 15305 North Dallas Parkway, ## 1100 Addison, TX 75001 Telephone Number: 972-385-9800 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 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale, US 28710 Miller Ave. City Project 4: 00142 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Steven R. Foster, Jack M. Crowley, Patricia A. Smith and/or Marie Perryman of Dallas, TX and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 5th day of December 2011. THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. THE HANOVER INSURANCE COMPANY MASSACHUSk1 IS BAY INSURANCE COMPANY CITIZENS «t ISURANCEOMPANY OF AMERICA Robert Thomas. Vice President Joe l r-crrstrom, Pict President On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. BARBARA A. GARLICK Notary Public ommormeat h of Massachusetts Li Cw M Ion Ex?ris Se0-21,2r48 Barbara A. Garlick, Notary Public My Commission Expires September 21, 2018 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September7, 2001 -Citizens Insurance Company of America) FEB 12 201 GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of 201 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA Ienn Margosian, Vice President 0061 19- 1 MAINTENANCE BOND Page 1 of 3 2 SECTION 00 61 19 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Jackson Construction, Ltd., known as "Principal" herein and 9 The Hanover Insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Sixteen Million 13 Five Hundred Eighty-nine Thousand One Hundred Thirtv-three and 65/100 Dollars 14 ($16,589,133.65), 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 fiiiuly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of FEB 12 2013 , 20 , 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 Construction of East Rosedale 25 Street from Miller Avenue to U.S. Highway 287, City Proiect #: 00142; 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 therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Bond 1009401 East Rosedale, US 287 to Miller Ave City Project #: 00142 006119-2 MAINTENANCE BOND Page 2 of 3 1 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 East Rosedale, US 287 to Miller Ave City Project #: 09142 006119-3 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 day of FEB 12 2013 3 , 20• 4 5 6 7 8 9 10 11 ATTEST: 12 14 (Principal) Secre 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 (ATTEST: 30 yam' /,F 31 4�ril\ 32 (Surety) Secretary 33 34 35 36 37 *Note: 38 39 40 41 ess as to Principal A ,� v Witness asPto Surety PRINCIPAL: Jackson Construction, Ltd. BYE /YJ9d -dvt_ Signs e Larry H Jackson, President of JCI Name and Title Partners, Inc, General Partner Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: Signature Jack M Crowley, Attorney in Fact Name and Title Address: 15'105 North Pallas Parkway, ##1100 Addison, TX 750111 Telephone Number: 972-385-9800 If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale, US 287 to Miller Ave City Project #: 00142 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Steven R. Foster, Jack M. Crowley, Patricia A. Smith and/or Marie Perryman of Dallas, TX and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and at other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 5th day of December 2011. THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. THE HANOVER INSURANCE COMPANY MASSACHUSEI IS BAY INSURANCE COMPANY CITIZENS, .#j4SURANCECOMPANY OF AMERICA ,/ Robert Thomas, Vice President Joe hrenstrom, 1 ici President On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. BARBARA A. GARLICK Notary Public Comnonneahh of Massachusetts tk Co:mr,ssior, Expals Sep,. 21, 2r016 Barbara A. Garlick, Notary Public My Commission Expires September 21, 2018 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) FEB 12 2013 GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of 2013. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA n Margosian, Vice President The anover Insurance Group® The Hanover Insurance Company 1 440 Lincoln Street, Worcester, MA 01653 Citizens Insurance Company of America 1645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Citizens Insurance Company of America at: 440 Lincoln Street Worcester, MA 01615 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.texas.gov E-mail: ConsumerProtection@tdi.state.txus PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany 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 con- dition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 Usted tambien puede escribir a The Hanover Insurance Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. 181-1457 (5/12) Policy Number TB2-Z91-460041-022 Issued by Liberty Mutual Fire insurance Co. THiS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILiTYENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non -Owned Watercraft Extension item 3. Damage To Premises Rented To You - Expanded Coverage Item 4. Bodily Injury To Co -Employees Item 5. Health Care Professionals As Insureds item 6. Knowledge Of occurrence Item 7. Notice Of Occurrence Item 8. Unintentional Errors And Omissions Item 9. Bodily Injury Redefinition Item 10. Supplementary Payments — Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefinition Item 13. Newly Formed Or Acquired Entities Item 14. Blanket Additional Insured Where Required By Written Contract Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 15. Blanket Additional Insured . Grantors Of Permits item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 17. Other Insurance Amendment Item 18. Contractual Liability - Railroads Item 1. Reasonable Force Exclusion a. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non -Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: LC 04 43 05 12 CO 2012, Liberty Mutual Group of Companies. All rights reserved. includes copyrighted material of Insurance Services Office, Inc, with its permission. Page 1 of 9 (a) Less than 55 feet long; and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You - Expanded Coverage A. The final paragraph of 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance, B. Paragraph 6. of Section ill — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limi is the most we will pay under Coverage A for damages because of "property damage".to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of. a. $300,000; .or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a, of the definition of "insured contract" in Section V - Definitions is replaced by the following: a. A contract for a lease of premises, However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract". D. The paragraph immediately following Paragraph (6) of exclusion j, of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer consecutive days, A separate limit of insurance applies to Damage To Premises Rented To You as described in Section Ili — Limits of Insurance. Item 4. Bodily Injury To Co -Employees A. Paragraph 2. of Section El - Who is An Insured is amended to include: Each of the following is also an insured: Your supervisory or management "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); LC 04 43 0512 © 2012, Liberty Mutual Group of Companies. All rights reserved. includes copyrighted material of Insurance. Services Office, Inc, with Its permission. Page 2 of 9 (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). • Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business fora Good Samaritan Act that results in "body injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). A Good Samaritan Act means an attempt to rescue or aid a person in imminent or serious peril, provided the attempt is not recklessly made. However, none of these "employees" (including supervisory or management "employees") or "volunteer workers" are insureds for the providing or failure to provide professional health care services. A. The insurance provided by this item 4. will not apply if the injured person's sole remedy for such injury is provided under a workers' compensation law or any similar law. B. Other insurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or an any other basis. Item 5. Health Care Professionals As Insureds A. Paragraphs 2.a.(1)(a) and (d) of Section II - Who Is An Insured do not apply to "bodily injury" or "personal and advertising injury" arising out of the providing of or failure to provide professional health care services by any "employee" or "volunteer" of the Named Insured who is a "designated health care provider" if the "bodily injury" or "personal and advertising injury" occurs in the course and scope of the "designated health care provider's" employment by the Named Insured. B. With respect to °employees' and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2, Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liabil ity: This insurance does not apply to: (1) Liability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act or LC 04 43 0512 Cc3 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 3 of 9 (5) Punitive or exemplary damages, fines or penalties, C. The following definition is added to Section V - Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not {tinned to doctors, nurses, emergency medical technicians or designated first aid personnel. A. Other Insurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Knowledge of an "occurrence" by your agent, servant or "employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee" or other third party designated by you to notify us of "occurrences" has knowledge of the "occurrence". Item 7. Notice Of Occurrence For purposes of Paragraph 2.a. of Section IV - Conditions, you refers to an "executive officer" of the Named Insured or to the "employee" designated by the insured to give us notice. Item 8. Unintentional Errors And Omissions Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery, This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. Item 9. Bodily injury Redefinition The definition of "bodily injury" in Section V - Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments - Increased Limits Paragraphs 1.b. and 1.d. of Section 1 - Supplementary Payments - Coverages A And B, are replaced by the following: b_ Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suk" including substantiated loss of earnings up to $500 a day because of time off from work. LC 04 43 0512 © 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 4 of 9 Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of exclusion j, of Section I — Coverage A Bodily Injury and Property Damage Liability only apply to: 1. "Property damage" to borrowed equipment, or 2. "Property damage" to property in your care, custody and control while in transit. B. This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy, C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section 111 — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A., above is: $10,000 Each Occurrence Limit $25,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one "occurrence" regardless of the number of persons or organizations who sustain damage because of that "occurrence". The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. Item 12. Mobile Equipment Redefinition The definition of "Mobile Equipment" in Section V — Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for. (1) Snow removal; (2) Road Maintenance, but not construction or resurfacing; or (3) Street cleaning. Item 13, Newly Formed Or Acquired Entities Paragraph 3, of Section II — Who Is An Insured is replaced by the following: 3. Any organization, other than a partnership or joint venture, you newly acquire or form and over which you maintain majority ownership or majority interest will qualify as a Named Insured if there is no other similar insurance available to that organization. a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period,. whichever is earlier. b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and LC 04 43 0512 © 2012, Liberty Mutual Group of Companies, All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 5 of 9 c, Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. Item 14. Blanket Additional insured Where Required 13y Written Contract Paragraph 2. of Section Il - Who Is An insured is amended to add the following: e. Additional Insured by Written Contract or Witten Agreement The following are insureds under the policy when you have agreed in a written contract or written agreement to provide them coverage as additional insureds under your policy: (1) Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). (2) Managers or Lessors of Premises: Any manager or lessor of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership; maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent acts or omissions of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below, If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you toindemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to: (a) Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; or (b) Any premises for which coverage is excluded by endorsement. (3) Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization, (4) Owners, Lessees or Contractors: any person(s) or organization(s) to whom you are obligated by a written agreement to procure additional insured coverage, but only with respectto liability for"bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" included in the "products -completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. LC 04 43 05 12 © 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc, with its permission. Page 6 of 9 If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. (5) Architects, Engineers or Surveyors any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In connection with your premises; or (6) (b) 'In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (a) The preparing, approving, or failing to prepare or approve,.maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. Any Person or Organization Other Than a Joint Venture: Any person or organization (other than a joint venture of which you are a member) for whom you are obligated by a written agreement to procure addtional insured coverage, but only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations; or (b) In connection with premises owned by you. This insurance does not apply to: 1. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; 2. Any person or organization whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, specification or the performance of any other professional services by such person or organization; or 3. Any person or organization more specifically covered in Paragraphs e.(1) through (5) above. The insurance afforded to any person or organization as an insured under this Paragraph 2.e.: (1) Applies only to coverage and minimum limits of insurance required by the written agreement or written contract, but in no event exceeds either the scope of coverage or the limits of insurance provided by this , policy; LC04430512 © 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 7 of 9 (2) Does not apply to any person or organization for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this policy applies to that person or organization with regard to the "bodily injury", "property damage" or "personal and advertising injury"; (3) Applies only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and (4) Applies only if the written agreement is in effect at the time the "bodily injury" or "property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. Item 15, Blanket Additional Insured — Grantors Of Permits Paragraph 2. of Section 11 - Who Is An Insured is amended to add the following: Any state, municipality or political subdivision with respect to any operations performed by you or on your behalf, or in connection with premises you own, rent or control and to which this insurance applies, for which the state, municipality or political subdivision has issued a permit However, this insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or 'property damage" included within the "products -completed operations hazard", except when required by written contract or agreement initiated prior to loss; or 3, "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement, item 17. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will govern. However, this insurance is excess over any other insurance available to the additional insured for which It is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same "occurrence", claim or "suit". Item 18. Contractual Liability-- Railroads Paragraph 9. of Section V - Definitions is replaced by the following: 9. "Insured Contract" means: LC 04 43 0512 © 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 8of9 a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization far damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract' b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality hi connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those fisted in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. LC04430512 2012, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 9 of 9 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY The following sections modify the insurance provided under the Commercial General Liability Coverage Part: PER PROJECT AND PER LOCATION COMBINED AGGREGATE LIMITS — WITH OPTIONAL CAPPED LIMITS ENDORSEMENT PER PROJECT AND PER LOCATION COMBINED AGGREGATE LIMITS COVERAGE A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which can be attributed only to ongoing operations at a single construction project or a single "location": 1. A separate Designated General Aggregate Limit applies to each construction project and to each "location", and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Designated General Aggregate Limit for that construction project or "location". Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated General Aggregate Limit for any other construction project or "location". 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION I), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which cannot be attributed only to ongoing operations at a single construction project or "location": 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products - Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated General Aggregate Limit. LG 3178 05 05 Page 1 of 3 C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. For the purposes of this endorsement, the Definitions Section is amended by the addition of the following definition: "Location" means any premise that you occupy for permanent operations as part of your business, but does not include any premises at which you are performing operations as part of a construction project. All premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad shall be considered a single "location". F. The provisions of Limits Of Insurance (SECTION 111) not otherwise modified by this endorsement shall continue to apply as stipulated. PER PROJECT AND PER LOCATION COMBINED AGGREGATE LIMITS — CAPPED LIMITS O If this box is checked, the Per Project and Per Location Aggregate limits as provided above in will be capped at $ A. The Project and Location Aggregate Limit shown here is the most we will pay for the sum of all damages caused by "occurrences" under COVERAGE A (SECTION I) and all medical expenses caused by accidents under COVERAGE C (SECTION I) which can be attributed only to ongoing operations at a single construction project or a single "location", regardless of the number of construction projects, locations, "occurrences" or accidents. B. Each Designated General Aggregate Limit is subject to the Project and Location Aggregate Limit. This endorsement is executed by the Premium $ Effective Date For attachment to Policy No. Audit Basis Issued To Expiration Date Countersigned by PRESIDENT Authorized Representative Issued Sales Office and No. End. Serial No. LG 3178 05 05 Page 2 of 3 LG 3178 05 05 Page 3 of 3 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 1 SECTION 00 61 25 2 CERTIFICATE OF INSURANCE 3 4 5 6 [Assembler. For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate of Insurance forin.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 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 Conunencement 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: August 17, 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: August 17, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 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 14.04 14.05 14.06 14.07 14.08 14.09 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 Contractor's Warranty of Title 54 Partial Utilization 55 Final Inspection 55 Final Acceptance 55 Final Payment 56 Final Completion Delayed and Partial Retainage Release 56 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 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: August 17, 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 forrn 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 perforrned. 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: August 17, 2012 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 Tine —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: August 17, 2012 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. 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. August 17, 2012 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. PetroleumPetroleum, 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: August 17, 2012 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: August 17, 2012 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, rnaterialman, 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: August 17, 2012 General 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, Peifo117n, Provide: 1. The word "Furnish" or the word "Install" or the word "Perfoiiii" 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: August 17, 2012 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: August 17, 2012 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 Peiforinance 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: August 17, 2012 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: August 17, 2012 General Conditions Page I 1 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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 lcnown 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: August 17, 2012 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 Enviromnental 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 indemn ; 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 indemnj, 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: August 17, 2012 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: August 17, 2012 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 deterrnined 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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 indemnify 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: August 17, 2012 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: August 17, 2012 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 Govermnent 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 31 st 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: August 17, 2012 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 l5th day after the date the City makes its initial detemaination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth 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 Worlc 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 indemnU' 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: August 17, 2012 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 SPECIFCAT1ON DOCUMENTS Revision: August 17, 2012 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. httu://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Liniltation 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: August 17, 2012 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 indemn5, 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: August 17, 2012 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 Connnunication 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: August 17, 2012 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 maybe 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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 conforrns 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: August 17, 2012 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 col.Tected 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: August 17, 2012 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: August 17, 2012 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 tern 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: August 17, 2012 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 perrnits 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: August 17, 2012 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. Specked 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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.O1.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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: B. 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. 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: August 17, 2012 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, collect, 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: August 17, 2012 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: August 17, 2012 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 comet defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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 mariner 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: August 17, 2012 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 for 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: August 17, 2012 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: August 17, 2012 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 other material 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 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 and Specifications shall govern over standard details. 26 27 SC-4.01A 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 November 8, 2012: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1 City of Fort Worth Parks Department Feb 2013 2 Elder Investments Dec 2012 3 Yesenia and Jose Villalpando Jan 2013 4 JBH Carvvash, LLC Dec 2012 5 Majid Hemasi and Fatemeh Sadar Bassampour Jan 2013 6 DDR Washworld Dec 2012 7 Ron and Mary Cheyne Dec 2012 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 If Contractor considers the final easements provided to differ materially from the representations on the 2 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 3 notify City in writing associated with the differing easement line locations. 4 5 SC-4.01A.2, "Availability of Lands" 6 7 Utilities or obstructions to be removed, adjusted, and/or relocated 8 9 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 10 as of November 8, 2012: 11 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT AT&T Intersection of Ayres Jan 2013 On7cor Electric Intersection of Ayres Jan 2013 ATMOS Energy Campbell Street to Miller Ave July 2013 12 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 13 and do not bind the City. 14 15 SC-4.02A., "Subsurface and Physical Conditions" 16 17 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 18 19 A Geotechnical Report No. 1, dated June 2012, prepared by Landtec Engineers a sub -consultant of Freese 20 and Nichols, Inc, a consultant of the City, providing additional information on geotechnical conditions. 21 22 The following are drawings of physical conditions in or relating to existing surface and subsurface 23 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 24 None 25 26 SC-4.06A., "Hazardous Environmental Conditions at Site" 27 28 The following are reports and drawings of existing hazardous environmental conditions known to the City: 29 None 30 31 SC-5.03A., "Certificates of Insurance" 32 33 The entities listed below are "additional insureds as their interest may appear" including their respective 34 officers, directors, agents and employees. 35 36 (1) City 37 (2) Consultant: Freese and Nichols, Inc 38 (3) Other: None 39 40 SC-5.04A., "Contractor's Insurance" 41 42 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 43 coverages for not less than the following amounts or greater where required by laws and regulations: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 2 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 3 4 Statutory limits 5 Employer's liability 6 $100,000 each accident/occurrence 7 $100, 000 Disease - each employee 8 $500,000 Disease - policy limit 9 10 SC-5.04B., "Contractor's Insurance" 11 12 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 13 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 14 minimum limits of: 15 16 $1,000,000 each occurrence 17 $2,000,000 aggregate limit 18 19 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 20 General Aggregate Limits apply separately to each job site. 21 22 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 23 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 24 25 SC 5.04C., "Contractor's Insurance" 26 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 27 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 28 29 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 30 defined as autos owned, hired and non -owned. 31 32 $1, 000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 33 least: 34 35 $250,000 Bodily Injury per person / 36 $500, 000 Bodily h / n y per accident / 37 $100, 000 Property Damage 38 39 SC-5.04D., "Contractor's Insurance" 40 41 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 42 material deliveries to cross railroad properties and tracks. None. 43 44 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 45 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 46 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 47 Entry Agreement" with the particular railroad company or companies involved, and to this end the 48 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 49 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 50 to the Contractor's use of private and/or construction access roads crossing said railroad company's 51 properties. 52 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 201 1 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 2 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 3 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 4 occupy, or touch railroad property: 5 6 (1) General Aggregate: NA 7 8 (2) Each Occurrence: NA 9 10 Required for this Contract X Not required for this Contract 11 12 13 With respect to the above outlined insurance requirements, the following shall govern: 14 15 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 16 the name of the railroad company. However, if more than one grade separation or at -grade 17 crossing is affected by the Project at entirely separate locations on the line or lines of the same 18 railroad company, separate coverage may be required, each in the amount stated above. 19 20 2. Where more than one railroad company is operating on the same right-of-way or where several 21 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 22 may be required to provide separate insurance policies in the name of each railroad company. 23 24 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 25 railroad company's right-of-way at a location entirely separate from the grade separation or at- 26 grade crossing, insurance coverage for this work must be included in the policy covering the grade 27 separation. 28 29 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 30 way, all such other work may be covered in a single policy for that railroad, even though the work 31 may be at two or more separate locations. 32 33 No work or activities on a railroad company's property to be performed by the Contractor shall be 34 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 35 for each railroad company named, as required above. All such insurance must be approved by the City and 36 each affected Railroad Company prior to the Contractor's beginning work. 37 38 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 39 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 40 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 41 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 42 railroad company operating over tracks involved in the Project. 43 44 SC-6.04., "Project Schedule" 45 46 Project schedule shall be tier 3 for the project. 47 48 SC-6.07., "Wage Rates" 49 50 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 51 Appendixes: 52 2008 Highway Construction Wage Rates 53 54 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.09., "Permits and Utilities" 2 3 SC-6.09A., "Contractor obtained permits and licenses" 4 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 5 Street Permit (City of Fort Worth) 6 7 SC-6.09B. "City obtained permits and licenses" 8 The following are known permits and/or licenses required by the Contract to be acquired by the City: 9 Access Permit (TA -DOT) 10 11 SC-6.09C. "Outstanding permits and licenses" 12 13 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 14 November 8, 2012: 15 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION TxDOT Access permit at US 287 December 2012 16 17 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 18 19 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 20 (hereinafter referred to as the "Contractor") agrees as follows: 21 22 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 23 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 24 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 25 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 26 of this contract. 27 28 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 29 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 30 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 31 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 32 Regulations, including employment practices when the contract covers a program set forth in 33 Appendix B of the Regulations. 34 35 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 36 solicitations either by competitive bidding or negotiation made by the contractor for work to be 37 performed under a subcontract, including procurements of materials or leases of equipment, each 38 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 39 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 40 national origin. 41 42 4. Information and Reports: The Contractor shall provide all information and reports required by the 43 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 44 accounts, other sources of information and its facilities as may be determined by City or the Texas 45 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 46 and instructions. Where any information required of a contractor is in the exclusive possession of 47 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 48 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 49 obtain the information. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 2 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 3 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 4 5 a. withholding of payments to the Contractor under the Contract until the Contractor 6 complies, and/or 7 b. cancellation, termination or suspension of the Contract, in whole or in part. 8 9 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 10 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt 11 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with 12 respect to any subcontract or procurement as City or the Texas Department of Transportation may 13 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, 14 however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a 15 subcontractor or supplier as a result of such direction, the contractor may request City to enter into 16 such litigation to protect the interests of City, and, in addition, the contractor may request the United 17 States to enter into such litigation to protect the interests of the United States. 18 19 Additional Title VI requirements can be found in the Appendix. 20 21 SC-7.02., "Coordination" 22 23 The individuals or entities listed below have contracts with the City for the performance of other work at 24 the Site: 25 Vendor S.J. Louis (817) 477-0320 Scope of Work Work at the East Side Pump Station Coordination Authority Justin il'hihnarm 26 27 28 SC-8.01, "Communications to Contractor" 29 30 None 31 32 SC-9.01., "City's Project Representative" 33 34 The following firm is a consultant to the City responsible for construction management of this Project: 35 None 36 37 SC-13.03C., "Tests and Inspections" 38 39 None 40 41 SC-16.01C.1, "Methods and Procedures" 42 43 None 44 45 46 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 8, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Division 01 General Requirements 011100-1 SUMMARY OF WORK 1 2 3 PART 1- GENERAL SECTION 01 11 00 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. 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. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work associated with easements, including removal, 40 temporary closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 11 00 - 3 SUMMARY OF WORK 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 July 1, 2011 Page 3 of 3 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART 1- GENERAL 4 1.1 SUMMARY 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 25 00 - 2 SUBSTITUTION PROCEDURES 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 4 A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution Page 2 of 4 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 012500-4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013119-1 PRECONSTRUCTION MEETING 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING Page 1 of 3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013120-I PROJECT MEETINGS 1 2 3 PART 1- GENERAL SECTION 01 31 20 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013120-2 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 rn. 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 22 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013216-1 CONSTRUCTION PROGRESS SCHEDULE 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013216-4 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 32 16 -5 CONSTRUCTION PROGRESS SCHEDULE 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 8 Page 5 of 5 B. Schedule and supporting documents addressed in this Specification shall be prepared, 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 HANDLING [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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013233-1 PRECONSTRUCTION VIDEO 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 32 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 9 B. Deviations from this City of Fort Worth Standard Specification 1. None. Page 1 of 2 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/aligmnent, 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] 34 PART 3 - EXECUTION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 32 33 - 2 PRECONSTRUCTION VIDEO 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 01 33 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013300-2 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 '/z inches x 11 inches to 8 '/z 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013300-3 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 33 00 - 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013300-5 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 terns 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 33 00 - 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 the 16 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. Resubinittals 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 Working Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 33 00 - 8 SUBMITTALS Page 8 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013513-1 SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 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 Arrny Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 1. Coordination with North Central Texas Council of Govermnents Clean 19 Construction Specification 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 — General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site . 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Coordination with the Texas Department of Transportation 28 1. When work in the right-of-way which is under the jurisdiction of the Texas 29 Department of Transportation (TxDOT): 30 a. Notify the Texas Department of Transportation prior to commencing any work 31 therein in accordance with the provisions of the permit 32 b. All work performed in the TxDOT right-of-way shall be performed in 33 compliance with and subject to approval from the Texas Department of 34 Transportation 35 B. Work near High Voltage Lines 36 1. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 2. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or ann 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 3. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Air Pollution Watch Days 18 1. General 19 a. Observe the following guidelines relating to working on City construction sites 20 on days designated as "AIR POLLUTION WATCH DAYS". 21 b. Typical Ozone Season 22 1) May 1 through October 31. 23 c. Critical Emission Time 24 1) 6:00 a.rn. to 10:00 a.rn. 25 2. Watch Days 26 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 27 with the National Weather Service, will issue the Air Pollution Watch by 3:00 28 p.rn. on the afternoon prior to the WATCH day. 29 b. Requirements 30 1) Begin work after 10:00 a.m. whenever construction phasing requires the 31 use of motorized equipment for periods in excess of 1 hour. 32 2) However, the Contractor may begin work prior to 10:00 a.m. if: 33 a) Use of motorized equipment is less than 1 hour, or 34 b) If equipment is new and certified by EPA as "Low Emitting", or 35 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 36 alternative fuels such as CNG. 37 E. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following will apply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 01 31 13 43 F. Water Department Coordination 44 1. During the construction of this project, it will be necessary to deactivate, for a 45 period of time, existing lines. The Contractor shall be required to coordinate with 46 the Water Department to determine the best times for deactivating and activating 47 those lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 G. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 H. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 I. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 J. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 3. Railroad Flagmen 33 a. Submit receipts to City for verification of working days that railroad flagmen 34 were personnel were present on Site. 35 K. Dust Control 36 1. Use acceptable measures to control dust at the Site. 37 a. If water is used to control dust, capture and properly dispose of waste water. 38 b. If wet saw cutting is performed, capture and properly dispose of slurry. 39 L. Employee Parking 40 1. Provide parking for employees at locations approved by the City. 41 M. Coordination with North Central Texas Council of Governments (NCTCOG) Clean 42 Construction Specification 43 1. Comply with equipment, operational, reporting and enforcement requirements set 44 forth in NCTCOG's Clean Construction Specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 35 13 -6 SPECIAL PROJECT PROCEDURES 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 July 2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Page 6 of 8 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 013513-7 SPECIAL PROJECT PROCEDURES 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 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 (To be printed on Contractor's Letterhead) Page 7 of 8 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Date: EXHIBIT B EQ4ORTH� 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 [Insert Revision Date] EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 014523-1 TESTING AND INSPECTION SERVICES 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015000-1 TEMPORARY FACILITIES AND CONTROLS 1 2 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015000-2 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015000-3 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 5000-4 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 I, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 3 PART 1 - GENERAL 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015713-2 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 015713-3 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 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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. Section 2.2.A.1 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 IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide 4 free standing Project Designation Sign in accordance with City's 31 Standard Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 loR] 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 I, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 58 13 -3 TEMPORARY PROJECT SIGNAGE 2 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Page 3 of 3 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 4' DRAWING NO. 1 - H 1 4 4 2 3" 2 11" 2 221" 11" 2 Questions on this Project CaII: 2 (817) 392 - XXXX 4' Project Title Funding „ 2 1„ 4 3" 1" Contractor: 1., Contractor's Name 11. 1 After Hours CaII: (817) 392 - XXXX 2 ZR1" TYP. FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS 725 - BROWN LETTERING - PMS 288 - BLUE BACKGROUND - WHITE BORDER - BLUE 2 11" 2 1" 1" 1" TYP. 1 22-" NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" / LOGO AT CDR SIGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DATE: 1 2 SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 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 attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 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 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 1 2 01 66 00 - 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 66 00 - 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 [OR] 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 016600-4 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017000-1 MOBILIZATION AND REMOBILIZATION 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION Page 1 of 3 5 A. Section Includes: 6 2. 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 one 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 3. 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 perfonning 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 June 7, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 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 City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.1.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 35 36 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017123-1 CONSTRUCTION STAKING 1 2 3 PART 1- GENERAL SECTION 01 71 23 CONSTRUCTION STAKING Page 1 of 3 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for construction staking. 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 Fonns 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. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 71 23 - 2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD [oR] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 71 23 -3 CONSTRUCTION STAKING 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017423-2 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 [oR] 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017423-3 CLEANING Page 3 of 4 I 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 bum 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 minors. 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 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 I 2 3 PART 1- GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 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 Forrns 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017823-1 OPERATION AND MAINTENANCE DATA 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 78 23 OPERATION AND MAINTENANCE DATA Page 1 of 5 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 Submittal Procedures. All 28 submittals shall be 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017823-3 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 July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 July I, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017823-5 OPERATION AND MAINTENANCE DATA 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 5 of 5 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017839-1 PROJECT RECORD DOCUMENTS 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 78 39 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017839-2 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 21 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 017839-3 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 perforrned, 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. Ca11 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 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 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Division 02-03 Existing Conditions and Concrete Included by Reference Division 26 Electrical Included by Reference Division 31 Earthwork Included by Reference Division 32 Exterior Improvements Included by Reference Division 33 Utilities SEALS PAGE —UTILITIES SEALS PAGE - UTILITIES Freese and Nichols Fort Worth, Texas Texas Firm Number F-2144 Daniel Stoutenburg, P.E. Texas Registration Number 99271 ENGINEERING RESPONSBILITY Technical Specifications: 33 01 30 33 01 31 33 03 10 33 04 30 33 04 40 33 05 10 33 05 13 33 05 14 33 05 16 33 05 17 33 05 20 33 05 22 33 05 24 33 11 10 33 11 11 33 11 12 33 12 10 33 12 20 33 12 25 33 12 30 33 12 40 33 12 50 33 31 20 33 31 50 33 39 10 33 39 20 33 39 60 sstititissiEJOF j`'tt { s yDANIEL STOUTENBURG JR, '� 99271 ' e .. ' C!9.ENS'. •'.. S /e ., Nam` Sewer and Manhole Testing Closed Circuit Television (CCTV) Inspection Bypass Pumping of Existing Sewer Systems Temporary Water Services Cleaning and Acceptance Testing of Water Mains Utility Trench Excavation, Embedment, and Backfill Frame, Cover and Grade Rings Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Concrete Water Vaults Concrete Collars Auger Boring Steel Casing Pipe Installation of Carrier Pipe in Casing or Tunnel Liner Plate Ductile Iron Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Pipe Water Services 1-inch to 2-inch Resilient Seated Gate Valve Connection to Existing Water Mains Combination Air Valve Assemblies for Potable Water Systems Fire Hydrants Water Sample Stations Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Sanitary Sewer Service Connections and Service Line Cast -in -Place Concrete Manholes Precast Concrete Manholes Epoxy Liners for Sanitary Sewer Structures Modified Technical Specifications: 33 05 26 33 05 30 Utility Markers/Locators Exploratory Excavation for Existing Utilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20.20I2 r YG� old -/1-12 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-1 UTILITY MARKERS/LOCATORS Page 1 of 6 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 33 05 26 UTILITY MARKERS/LOCATORS 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Section 2.2 B. 1.b. 9 2. Section 3.4 A. 2. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item will be by lump sum. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item will 20 be paid for at the lump sum price bid for "Utility Markers". 21 3. The price bid shall include: 22 a. Furnishing and installing Utility Markers as specified by the Drawings 23 b. Mobilization 24 c. Pavement removal 25 d. Excavation 26 e. Hauling 27 f. Disposal of excess material 28 g. Furnishing, placement and compaction of backfill 29 h. Clean-up 30 1.3 REFERENCES 31 A. Reference Standards 32 1. Reference standards cited in this Specification refer to the current reference 33 standard published at the time of the latest revision date logged at the end of this 34 Specification, unless a date is specifically cited. 35 2. American Public Works Association (AWPA): 36 a. Uniform Color Code. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-2 UTILITY MARKERS/LOCATORS Page 2 of 6 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 Engineer or the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Buried Marker 8 2. Surface Marker 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 17 2.2 MATERIALS 18 A. Manufacturers 19 1. Only the manufacturers as listed on the City's Standard Products List will be 20 considered as shown in Section 01 60 00. 21 a. The manufacturer must comply with this Specification and related Sections. 22 2. Any product that is not listed on the Standard Products List is considered a 23 substitution and shall be submitted in accordance with Section 01 25 00. 24 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 25 manufacturing of Utility Markers/Locators. 26 B. Materials 27 1. Buried Markers 28 a. Detectable warning tape shall be as follows: 29 1) 5.0 mil overall thickness 30 2) Width — 3 inch minimum 31 3) Weight — 27.5 pounds per inch per 1,000 square feet 32 4) Triple Layer with: 33 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 34 protective inert plastic jacket 35 (1) 100 percent virgin low density polyethylene 36 (2) Impervious to all known alkalis, acids, chemical reagents and 37 solvents within soil CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-3 UTILITY MARKERS/LOCATORS Page 3 of 6 1 (3) Aluminum foil visible to both sides 2 5) Locatable by conductive and inductive methods 3 6) Printing encased to avoid ink rub -off 4 7) Color and Legends 5 a) Potable water lines 6 (1) Color — Blue (in accordance with APWA Uniform Color Code) 7 (2) Legend — Caution Potable Water Line Below (repeated every 24 8 inches) 9 b) Reclaimed water lines 10 (1) Color — Purple (in accordance with APWA Uniform Color Code) 11 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 12 inches) 13 c) Sewer Line 14 (1) Color — Green (in accordance with APWA Uniform Color Code) 15 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 16 b. Electronic utility marker ba11v than be as follows: 17 1) Sealed shell containing a Taco ve antonna low frequency resonance cncurt 18 tuned to specific frequency 19 2) Size 1.5 inch diameter 20 3; Pangc 5 f t-minimum 21 1) Field Type/Shape Spherical 22 5-)---MGt3vial isigh density polyethylene 23 6-)--GJ1 and Frequency 24 a) Water Lines 25 (1) Color Blue (in accordance with APWA Unif�°'r Color Code) 26 (2) Frequency 145.7 kHz 27 b) Sewer Line Markers 28 (1) Color Green (in G000rdanse with APWA Uniform Color Code) 29 (2) Frequency 121.6 kHz 30 2. Surface Markers 31 a. Provide as follows: 32 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 33 2) White posts with colored, ultraviolet resistant domes as follows: 34 a) Water Lines 35 (1) Color — Blue (in accordance with APWA Uniform Color Code) 36 (2) Legend — Caution Potable Water Line Below 37 b) Reclaimed water lines 38 (1) Color — Purple (in accordance with APWA Uniform Color Code) 39 (2) Legend — Caution Reclaimed Water Line Below 40 c) Sewer lines 41 (1) Color — Green (in accordance with APWA Uniform Color Code) 42 (2) Legend — Caution Sewer Line Below CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-4 UTILITY MARKERS/LOCATORS Page 4 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 [NOT USED] 7 3.4 INSTALLATION 8 A. Buried Markers 9 1. Detectable Warning Tape 10 a. Install in accordance with manufacturer's recommendations below natural 11 ground surface and directly above the utility for which it is marking. 12 1) Allow 18 inches minimum between utility and marker. 13 2) Bury to a depth of 3 feet or as close to the grade as is practical for optimum 14 protection and detectability. 15 2. Electronic Marker Balls 16 a. Install in accordance with manufacturer's recommendations below natural 17 grmtid emrface and directly above the utility for whi:k it ii mcr 18 1) Allow 1 inchxi i nimyi Sctween utility and marker. 19 2.-)—Btepth-ef-5--feeik=iimurn or as close to the grade as is practical 20 for optimum protection and detestability. 21 3) Allow at least 6 feet between c h 22 b. Use tie downs for placement of markers if deemed necessary by the City, or 23 Engineer. 24 c. Upon completion of installation, the City will inspect that electronic nark 25 balls are installed in place, prior to paving over any of the required locations. 26 d. See table below for other details related to i^nm•k x bal installation: 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-5 UTILITY MARKERS/LOCATORS 1 2 3 4 5 6 Clearance between Utility -and Marker tea} Bury D ce th Minimum SPaeing Placement M.rkeF Bali Clcaranc., Spacing* Burg, .,...a Placement 16-inch--and Larger Water -Lines ; '1 inches ( nlinimucK) 5 feet 6 feet Horizontal Bends Bps Horizontal Pts of curvature, tangency, Hcx•ieunta1 Tees (excluding fire hydrants) Casings Cleaning wyea -Plugs Other Locations sheen i Dra i gs Wall )(Iglus '1 inches ( NAM) 5 feet 6 feet Horizontal Benda Vertical Benda Hcr:zrrntal Ptc 9€ curvature, tangency, reverse curvature Casings - Dead ends Stub outs Page 5 of 6 Sanitary Sewer '1 inches ( minimum) 5 feet 6 feet ROW/Casings (Highways) ROW/Casings (Railroads) -Othe Loaatias shown on Drawings B. Surface Markers 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3. Where possible, place surface markers near fixed objects. 7 4. Place Surface Markers at the following locations: 8 a. Buried Features 9 1) Place directly above a buried feature. 10 b. Above -Ground Features 11 1) Place a maximum of 2 feet away from an above -ground feature. 12 c. Water lines 16-inches and larger 13 1) Each right-of-way line (or end of casing pipe) for: 14 a) Highway crossings 15 b) Railroad crossings 16 2) Utility crossings such as: 17 a) High pressure or large diameter gas lines 18 b) Fiber optic lines 19 c) Underground electric transmission lines 20 d) Or other locations shown on the Drawings, or directed by the City 21 d. Surface markers not required for 12-inch and smaller water lines 22 e. For sanitary sewer lines: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330526-6 UTILITY MARKERS/LOCATORS Page 6 of 6 1 1) In undeveloped areas, place marker maximum of 2 feet away from an 2 above -ground feature such as a manhole or combination air valve vault. 3 2) Place at 500-foot intervals along the pipeline. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 1 2 330530-1 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 1 of 4 SECTION 33 05 30 EXPLORATORY EXCAVATION FOR EXISTING UTILITIES 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction 8 2. Contractor shall use extreme caution to protect existing utilities 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Section 1.1 A. 2. 11 2. Section 3.4 A. 3. 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 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Measurement 20 a. Measurement for this Item shall be per each excavation performed as identified 21 in the Drawings, or as directed. 22 2. Payment: 23 a. The work performed and materials furnished in accordance with this Item and 24 measured as provided under "Measurement" will be paid for at the unit price 25 bid per each "Exploratory Excavation of Existing Utilities" of the type 26 specified. 27 3. The price bid shall include: 28 a. Grade survey 29 b. Pavement removal 30 c. Excavation 31 d. Hauling 32 e. Disposal of excess material 33 f. Furnishing, placing and compaction of embedment 34 g. Furnishing, placing and compaction of backfill 35 h. Clean-up 36 i. Surface restoration 37 1.3 REFERENCES 38 A. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330530-2 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 2 of 4 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. Coordination 6 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 7 Exploratory Excavation of Existing Utilities. 8 2. Coordinate location of all other existing utilities within vicinity of excavation prior 9 to commencing Exploratory Excavation. 10 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 11 commencement. 12 B. Sequencing 13 1. Exploratory Excavations shall be conducted prior to the construction of the entire 14 project. 15 C. Scheduling 16 1. For critical utility locations, the City may choose to be present during excavation. 17 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 18 City personnel. 19 1.5 SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS 22 A. Report of Utility Location 23 1. Horizontal location of utility as surveyed 24 2. Vertical elevation of utility as surveyed 25 a. Top of utility 26 b. Spring line of utility 27 c. Existing ground 28 3. Material type, diameter and description of the condition of existing utility 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330530-3 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 3 of 4 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION 4 A. Verification of Conditions 5 1. Verify location of existing utilities in accordance with the General Requirements, 6 the General Notes and the Drawings. 7 3.3 PREPARATION 8 A. Coordinate with City Survey, if applicable. 9 3.4 INSTALLATION 10 A. Verify location of existing utility at location denoted on the Drawings, or as directed by 11 the City or Engineer. 12 1. Expose utility to spring line, as necessary. 13 2. Excavate and Backfill Trench for the Exploratory Excavation in accordance with 14 Section 33 05 10. 15 3. Vacuum excavation method shall be used for exposing water and wastewater lines 16 16-inches and lager. Other methods may only be used with written permission 17 from the City. 18 B. Upon completion of the utility exploration, submit a report of the findings. 19 C. If location of utility is in conflict with the Drawings, notify the City Project Manager 20 for appropriate design modifications. 21 D. Place embedment and backfill in accordance with Section 33 05 10. 22 E. Once necessary data is obtained, immediately restore surface to existing conditions to: 23 1. Obtain a safe and proper driving surface, if applicable 24 2. Ensure the safety of the general public 25 3. The satisfaction of the City 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD LoR] SITE QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 330530-4 EXPLORATORY EXCAVATION OF EXISTING UTILITIES END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 4 of 4 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Division 34 Transportation Included by Reference Division 99 Additional Specification 1 2 SECTION 99 99 00 ADDITIONAL SPECIFICATIONS 999900-1 ADDITIONAL SPECIFICATIONS Page 1 of 7 3 4 9999.0001 NON -BID ITEM — TREE PROTECTION PLAN 5 The contractor shall prepare a tree protection plan submittal to be approved by the project landscape 6 architect and City arborist prior to beginning construction adjacent to existing trees within the project 7 limits. The plan shall specify the equipment and procedure for removal of existing sidewalk, curb and 8 gutter, roadway pavement, fencing, etc. The plan shall also define the contractor's procedure for 9 construction of proposed improvements in the vicinity of the exiting protected trees. Preparation and 10 submittal of this plan shall be subsidiary to the project. Any damage to the existing trees within the 11 project limits shall be mitigated by the contractor at $300 per diameter inch. 12 13 9999.0010 PRE -BID ITEM — MISCELLANEOUS CONSTRUCTION — FORCE ACCOUNT 14 Items bid as Force Accounts shall consist of miscellaneous construction adjustments and other non- 15 subsidiary items requested for construction by the City of Fort Worth and at the direction of the 16 Project Engineer. The payment to the Contractor for miscellaneous construction work shall be the 17 actual cost of the work plus ten percent (10%) to cover the cost of bond and overhead incurred by the 18 Contractor in handling the miscellaneous construction. 19 20 9999.0011 PRE -BID ITEM — MISCELLANEOUS UTILITIES — FORCE ACCOUNT 21 Items bid as Force Accounts shall consist of miscellaneous utility adjustments and other non- 22 subsidiary utility items requested for construction by the City of Fort Worth and at the direction of the 23 Project Engineer. The payment to the Contractor for utility adjustments shall be the actual cost of the 24 adjustments plus ten percent (10%) to cover the cost of the bond and overhead incurred by the 25 Contractor in handling the utility adjustments. 26 27 9999.0020 Landscaping / Streetscaping Amenities 28 The work performed under these items shall be completed in accordance with the details and notes 29 included in the plans sheets 412-431 30 31 9999.0021 Historical Kiosk 32 The work performed under these items shall be completed in accordance with the details and notes 33 included in the plans sheet 428. Each Kiosk shall include 4 bronze engraved historic photos to be 34 provided by the City. 35 36 9999.0022 Landscape Drainage System 37 The work performed under these items shall be completed in accordance with the details and notes 38 included in plan sheets 408-409 39 40 9999.0030 Neighborhood Signs 41 The work performed under this item shall include removal and salvage of all existing neighborhood 42 signs from existing signal poles and street signs. These signs shall be reinstalled on the proposal 43 traffic signal poles and street signs including additional hardware needed to attach the signs. This 44 item shall include all equipment and labor necessary to complete the work. CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-2 ADDITIONAL SPECIFICATIONS Page 2 of 7 1 9999.0031 Street light banner hardware 2 This items shall include providing banner hardware and installing hardware on selected poles adjacent 3 to the high school and college. The hardware should be painted black to match the proposed poles. 4 This item will include removal of existing banners and installation of banners provided by the high 5 school and college. This item shall include the hardware and labor and equipment necessary to install 6 the banners. 7 8 9999.0032 Sign -Ceramic Tile Street Names — Install 9 This item shall include furnishing and installing ceramic tiles matching the existing historic street 10 name tiles within the curb and gutter at specified locations within the project limits. This unit price 11 bid will be full payment for materials including all labor, equipment, tools, and incidentals necessary 12 to complete the work. 13 14 9999.0033 Irrigation 15 The work performed under these items shall be completed in accordance with the details and notes 16 included in the irrigation plan sheets 338-352 17 18 9999.0034 Stamped and Stained Concrete Crosswalks (9") and Truck Apron (12") 19 The work performed under these items shall be completed in accordance with the details and notes 20 included in the plans sheets 412-431. The concrete shall be full depth pavement in accordance with 21 the roadway paving details. The staining shall be integral to the concrete and shall be full depth in 22 accordance with the specified color and texturing. 23 24 9999.0035 Stamped and Stained Concrete Medians (4") 25 The concrete shall be full depth pavement in accordance with the median concrete details. The 26 staining shall be integral to the concrete and shall be full depth in accordance with the specified color 27 and texturing. 28 29 9999.0036 Tree Protection Fence 30 The work performed under these items shall be completed in accordance with the details and notes 31 included in the plan sheets 33-36 32 33 9999.0037 Bus Stop Foundations (6" Slab) 34 The work performed under these items shall be completed in accordance with the foundation details 35 and notes provided in the appendix of the project manual. 36 37 9999.0038 Bus Shelters 38 The work performed under these items shall be completed in accordance with the foundation details 39 and notes provided in the appendix of the project manual. The contractor shall provide a submittal for 40 City and Fort Worth T approval from Tolar Manufacturing or approved equal. The shelters shall be 41 provided in black. 42 CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-3 ADDITIONAL SPECIFICATIONS Page 3 of 7 1 9999.0039 Water Tap / Meter / Fee 2 This item shall be in accordance with City of Fort Worth Spec 33 12 10. The size and type of 3 services shall be in accordance with the irrigation plans. This item shall include the City water tap fee. 4 5 9999.0040 Landscape Edge Detail 6 The work performed under these items shall be completed in accordance with the details and notes 7 included in plan sheet 427 8 9 9999.0041 Rigid Metal Conduit (1-1/2" and 2") 10 The work performed under these items shall be completed in accordance with City of Fort Worth 11 Section 26 05 33. This item shall also include the necessary hardware to connect the rigid metal 12 conduit to the existing bridge. This unit price bid will be full payment for materials including all 13 labor, equipment, tools, and incidentals necessary to complete the work. 14 15 9999.0042 Furnishing and Installing Ground Mounted Sign, Assembly, and Foundation 16 The work performed under these items shall be completed in accordance with City of Fort Worth 17 Section 26 05 33. This item includes the sign foundation, sign, pole black powder coated black, and 18 sign assembly hardware. 19 20 9999.0043 Roundabout Overhead Sign 21 The work performed under this item shall be completed in accordance with TxDOT Standard 22 "Monotube Sign Structure Cantilever" MC(1)-07 to MC(4)-07. 23 24 9999.0044 Roundabout Overhead Sign Foundation 25 The work performed under this item shall be completed in accordance with TxDOT Standard 26 "Monotube Sign Structure Cantilever" MC(1)-07 to MC(4)-07. 27 28 9999.0050 Remove and Reinstall Gate Track 29 This item shall include removal, salvage and reinstallation of existing sliding gate track at the 30 proposed grade and location. This unit price bid will be full payment for materials including all labor, 31 equipment, tools, and incidentals necessary to complete the work. 32 33 9999.0051 Construct Concrete Steps 34 This item shall include constructing concrete steps in accordance with the City concrete sidewalk 35 specification for the width and dimensions specified on the plans. This unit price bid will be full 36 payment for materials including all labor, equipment, tools, and incidentals necessary to complete the 37 work. 38 CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-4 ADDITIONAL SPECIFICATIONS Page 4 of 7 1 9999.0052 Mailboxes 2 This item shall include savaging the existing metal and wooden mailboxes and reinstalling the 3 mailboxes at the proposed grade and location in accordance with US mail offset standards. This item 4 shall include furnishing additional materials necessary to install the mailboxes in equal or better 5 condition. This unit price bid will be full payment for materials including all labor, equipment, tools, 6 and incidentals necessary to complete the work. 7 8 9999.0053 (3") Mountable Curb 9 The work performed under this item shall be completed in accordance with TxDOT Standard 10 "Concrete Curb and Curb and Gutter" CCCG-12. Type I monolithic monolithic curb. This unit price 11 bid will be full payment for materials including all labor, equipment, tools, and incidentals necessary 12 to complete the work. 13 14 9999.0054 Concrete Bollard 15 This item shall include furnishing and constructing concrete bollards at the locations specified on the 16 plans. The concrete bollards shall include concrete idled steel bollards painted black, 6' diameter 17 filled with 2500 psi concrete placed 3 feet above grade and 3'-6" below grade in a 18" diameter 18 concrete base. This unit price bid will be full payment for materials including all labor, equipment, 19 tools, and incidentals necessary to complete the work. 20 21 9999.0055 Gate Relocation 22 This item shall include removal and relocation of existing gates. The gates are located at station 23 130+90, 131+80, and Lot No. 5 at southeast corner of Mitchell intersection. This unit price bid will 24 be full payment for materials including all labor, equipment, tools, and incidentals necessary to 25 complete the work. 26 27 9999.0060 Culvert Cleanout (STA 121+50) 28 This items shall include all equipment and labor necessary to remove and dispose of existing silt 29 within the existing culvert at the specified station. This item shall include grading within 30 feet 30 upstream and downstream of the existing culvert to provide for positive drainage. 31 9999.0061 Headwalls (24" and 4'x2') 32 The work performed under these items shall be completed in accordance with City of Fort Worth 33 Section 33 49 40 "Storm Drainage Headwalls and Wingwalls." 34 35 9999.0062 Type II Inlets (all sizes) 36 The work performed under these items shall be completed in accordance with City of Fort Worth 37 Section 33 49 20-D407 "Type II Storm Drain Inlets." 38 39 9999.0063 Grate Inlet 40 The work performed under these items shall be completed in accordance with the details and notes 41 included on plan sheet 274 42 CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-5 ADDITIONAL SPECIFICATIONS Page 5 of 7 1 9999.0064 Meter Box -Adjustment 2 This item shall include raising or lowing water meter box to the parkway grade specified. No 3 payment will be made for meter boxes which are within 0.1' of specified parkway grade. This unit 4 price bid will be full payment for materials including all labor, equipment, tools, and incidentals 5 necessary to complete the work. 6 7 9999.0065 Remove Bollard 8 This item shall include remove and disposal of steel and concrete bollards within the project limits. 9 This item shall include filling in the void with compacted fill. This unit price bid will be full payment 10 for materials including all labor, equipment, tools, and incidentals necessary to complete the work. 11 12 9999.0066 Remove and Salvage Advanced Pedestrian Flasher 13 This item shall include removal and salvage advanced pedestrian flasher to the City. Contractor shall 14 deliver flashers to the signal department's storage facility. The contractor is responsible for cutting 15 down the foundation 2' feet below grade. This unit price bid will be full payment for materials 16 including all labor, equipment, tools, and incidentals necessary to complete the work. 17 18 9999.0067 Remove Pay Phone 19 This item shall include removal and disposal of existing abandoned pay phone within the limits of 20 construction. This item shall include notification to the telephone company prior to removal. The 21 removal shall include structure and foundation. This unit price bid will be full payment for materials 22 including all labor, equipment, tools, and incidentals necessary to complete the work. 23 24 9999.0068 Remove and Salvage Street Light Poles 25 This item shall include removal and salvage street light poles to the City. Contractor shall deliver 26 poles to the City storage facility. The contractor is responsible for cutting down the foundation 2' feet 27 below grade. This unit price bid will be full payment for materials including all labor, equipment, 28 tools, and incidentals necessary to complete the work. 29 9999.0069 Remove and Replace Brick Mailbox 30 This item shall include savaging the existing brick mailboxes and reconstructing the mailbox at the 31 proposed grade and location in accordance with US mail offset standards. This item shall include 32 furnishing additional brick and materials necessary to reconstruct the mailbox. This unit price bid will 33 be full payment for materials including all labor, equipment, tools, and incidentals necessary to 34 complete the work. 35 36 9999.0070 PORT CTB (FUR & INST)(LOW PROF)(TY I) 37 The work performed under this item shall be completed in accordance with TxDOT Standard 38 Specification Item Number 512 "Portable Concrete Traffic Barrier." Contractor shall be responsible 39 for furnishing, installing, relocation, and final removal of low profile concrete barriers. 40 41 9999.0071 PORT CTB (FUR & INST)(LOW PROF)(TY II) 42 The work perforred under this item shall be completed in accordance with TxDOT Standard 43 Specification Item Number 512 "Portable Concrete Traffic Barrier." Contractor shall be responsible 44 for furnishing, installing, relocation, and final removal of low profile concrete barriers. CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-6 ADDITIONAL SPECIFICATIONS Page 6 of 7 1 9999.0072 Temporary Special Shoring 2 The work performed under this item shall be completed in accordance with TxDOT Item 403, 3 "Temporary Special Shoring." This item shall include all materials, labor, equipment and incidentals 4 necessary to completed the work. This item shall also include all necessary equipment and labor for 5 removal and deposal of temporary special shoring. 6 7 9999.0073 Drill Shaft (18" & 36") 8 The work performed under this item shall be completed in accordance with TxDOT Item 416, 9 "Drilled Shaft Foundations." 10 11 9999.0074 CL C Conc (Abut) 12 The work performed under this item shall be completed in accordance with TxDOT Item 420, 13 "Concrete Structures." 14 15 9999.0075 Cl S Conc (Appr Slab) 16 The work performed under this item shall be completed in accordance with TxDOT Item 420, 17 "Concrete Structures." 18 19 9999.0076 Reinf Conc Slab 20 The work performed under this item shall be completed in accordance with TxDOT Item 422, 21 "Reinforced Concrete Slab." 22 23 9999.0077 Prestr Conc Girder (TX40) 24 The work performed under this item shall be completed in accordance with TxDOT Item 425, 25 "Precast Prestressed Concrete Structural Members." 26 27 9999.0078 Conc Surf Treat (Class I) 28 The work performed under this item shall be completed in accordance with TxDOT Item 428, 29 "Concrete Surface Treatment." 30 31 9999.0079 Riprap (conc) (5in) 32 The work performed under this item shall be completed in accordance with TxDOT Item 432, 33 "Riprap." 34 35 9999.0080 Structural Steel (Misc Bridge) 36 The work performed under this item shall be completed in accordance with TxDOT Item 442, "Metal 37 for Structures." 38 39 9999.0081 Rail (TY T411) 40 The work performed under this item shall be completed in accordance with TxDOT Item 450, 41 "Railing." 42 CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999900-7 ADDITIONAL SPECIFICATIONS Page 7 of 7 1 9999.0082 Sealed Expansion Joint (4 in) (SEJ-A) 2 The work performed under this item shall be completed in accordance with TxDOT Item 454. 3 4 9999.0083 TxDOT ADA Handrail Type C 5 The work performed under this item shall be completed in accordance with TxDOT Item 450. 6 7 9999.0090 Public Art Foundation 8 The work performed under these items shall be completed in accordance with the foundation details 9 and notes provided in the appendix of the project manual. 10 11 9999.0100 Furnish and Install Decorative Plastic Wrap around controller cabinet 12 The work performed under this item shall include furnishing and installing a decorative all weather 13 plastic wrap to be installed on selected traffic signal controllers. Logo and color design to be provided 14 by the engineer. The images will include Polytechnic High School logo and colors and Texas 15 Wesleyan University logo and colors. Contract will be required to provide a submittal of the final 16 image for approval prior to installation. This item shall include all materials and labor and equipment 17 necessary to complete the work. 18 19 End Section CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 999901-1 COMMUNICATION GROUND BOXES Page 1 of 2 1 SECTION 99 99 01 2 COMMUNICATION GROUND BOXES 3 PART 1 - GENERAL 4 1.1 DESCRIPTION 5 A. This Item shall govern for the furnishing and installation of communications ground 6 boxes of the various types and sizes as shown on the plans complete with lids, flexible 7 marker posts and aluminum identification markers field stamped with the ground box 8 identification number. 9 B. Communications ground boxes shall be used for non -current carrying conductors and 10 fiber optic cables only. The communications ground boxes shall be of sufficient size to 11 allow coiling of slack cable and to accommodate a fiber optic splice closure. 12 PART 2 - PRODUCTS 13 2.1 MATERIALS AND CONSTRUCTION METHODS 14 A. All materials furnished by the Contractor shall be new. Materials shall be as shown on 15 the plans and as follows: 16 I. Ground box materials shall be non-conductive, non -corrosive, unaffected by UV 17 light, moisture, freezing, and sub -soil chemicals. 18 2. Ground boxes shall be made of high strength polymer concrete material, consisting 19 of an aggregate matrix bound together with a polymer resin reinforced with fiber- 20 glass. 21 3. All ground box hardware shall be stainless steel. 22 4. Ground box assemblies and lids shall be rated for heavy duty traffic load. 23 5. Each lid of a type "COM" or other type containing fiber optic cable shall include a 24 permanently imprinted logo, as follows: 25 26 CITY OF FORT WORTH 27 COMMUNICATIONS 28 29 6. Each type "COM" lid shall be two pieces, overlapping and bolted to the ground 30 box. 31 7. Each communications ground box shall include all necessary provisions for knock- 32 outs, cable racking, terminators, etc. for proper conduit and cable installation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999901-2 COMMUNICATION GROUND BOXES Page 2 of 2 1 8. Extreme care shall be exercised by the Contractor to ensure that the maximum bend 2 radius of the fiber optic cable is never exceeded. The type 'COM' ground box shall 3 be of suitable size to hold a fiber optic splice closure and up to 60 meters of cable 4 slack, based on 4 cables spliced with 15 meters of slack for each cable. All ground 5 boxes with dimensions of (24"x36"x36") and (48"x48"x42") shall have a lid suita- 6 ble for vehicle loading in compliance with TxDOT standards, bolted to the ground 7 box, with final approval by the Engineer prior to procurement. 8 PART 3 - EXECUTION 9 3.1 INSTALLATION 10 A. Installation of the ground boxes shall be in conformance with the details shown on the 11 plans. Concrete aprons shall be provided for all ground boxes. 12 B. Each ground box apron shall contain an aluminum identification maker installed into 13 the wet concrete which identifies the ground box number assigned from the plan set and 14 shall be submitted to the engineer for approval prior to installation. The aluminum 15 identification markers are `mushroom' in shape and have typical dimensions of 3" wide 16 domed cap, 3" stem depth and 3/4" stem width. 17 C. The manufactured stamped portion of the marker shall read: 18 19 CITY OF FORT WORTH 20 (XXX) XXX-XXXX 21 D. The aluminum marker shall have sufficient space for the addition of the ground box 22 identification number to be added in the field using a '/4" combination letter and number 23 stamp set (ex. CB601 and GB601A). 24 E. Any existing ground box with apron within the project limits, to which fiber optic cable 25 or camera cable is to be pulled, shall be retrofitted with the identical marker through 26 epoxy installation into the apron. 27 3.2 MEASUREMENT 28 A. This Item shall be measured as each ground box for each specific size complete in 29 place. 30 3.3 PAYMENT 31 A. The work performed and materials furnished in accordance with this item and measured 32 as provided under "Measurement" will be paid for at the unit price bid for the various 33 types and sizes specified. This price shall be full compensation for excavating and 34 backfilling; for constructing, furnishing and installing the ground boxes and concrete 35 aprons when required; for concrete and reinforcing steel, flexible marker posts, alumi- 36 num identification markers; and for all labor, tools, equipment and incidentals neces- 37 sary to complete the work. 38 39 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 99 99 02 FIBER OPTIC CABLE 999902-1 FIBER OPTIC CABLE Page 1 of 14 5 A. This Specification will supplement the fiber optic cable details found on the plans. This 6 Item shall govern only the installation of fiber optic cable in designated locations as 7 shown on the Plans and as detailed in accordance with these Specifications. The Con- 8 tractor shall furnish 96 strand single mode fiber optic cable. The Contractor shall a 3" 9 orange HDPE conduit and one 3" three -cell MaxCell (or approved equal) detectable 10 cloth innerduct within the new conduit. Additional equipment and material (pigtails, 11 patchcords, splice closures, etc.) for the installation of the fiber optic cable shall be fur- 12 nished by the Contractor. 13 PART 2 - PRODUCTS 14 2.1 GENERAL REQUIREMENTS 15 A. All materials furnished, assembled, fabricated or installed under this item shall be new, 16 corrosion resistant and in strict accordance with the details shown on the Plans and in 17 the Specifications. 18 B. The Contractor shall furnish, install, splice and test all the required fiber optic cable. 19 All splicing kits, fiber optic cable caps, moisture/water sealants, terminators, splice 20 trays and accessories to complete the fiber optic network shall be provided as inciden- 21 tals. All equipment for installation, splicing and testing shall be provided by the Con- 22 tractor. 23 C. The quantity of fibers within the cable shall be as shown on the contract plans. 24 D. The quantity of conduit and detectble cloth innerduct shall be as shown on the contract 25 plans. 26 E. The cable shall meet, as a minimum, the following specifications and shall conform to 27 the latest issue of Bell -core TR-TSY-000020: Generic Requirement for Optical Fiber 28 and Optical Fiber Cables, ANSI/EIA-472: Generic Specification of Fiber Optic Cables, 29 and REA-PE-90; and appropriate Special Specifications thereof. 30 2.2 FUNCTIONAL REQUIREMENTS 31 A. The fiber optic cable shall be the primary medium for voice, data and video communi- 32 cations between the TMC/BTMC and the field. The cable shall be suitable for installa- 33 tion in an underground conduit environment including constant immersion in water for 34 outdoor installations, and suitable for installation indoors to be compliant with all NEC 35 codes for plenum, riser, and sealed raceway installations. All cable shall be loose -tube, 36 non metallic construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 1 2 3 999902-2 FIBER OPTIC CABLE Page 2 of 14 B. All fibers in the fiber optic cable shall be spliced and/or terminated as indicated on the plans and as specified herein. C. All fiber optic glass shall be from the same manufacturer. 4 D. The cable shall be provided in continuous lengths. Each fiber shall be pulled from the 5 same optical waveguide form and shall be free of splices. Each optical fiber shall con- 6 sist of a doped silica core surrounded by a concentric silica cladding; the use of any 7 other material must be approved by the Engineer 8 2.3 OPTICAL REQUIREMENTS 9 A. Cable Configuration. The single mode fibers shall have a step index profile with a 10 core/cladding size of (8-10)/125 microns. 11 1. Attenuation. The nominal attenuation for single -mode shall be 0.4 db/lan maximum 12 at a wavelength of 1300 nm and attenuation of 0.3 db/lan maximum at a wave- 13 length of 1550 nun. 14 2. Bandwidth. Single -mode fibers shall have a maximum dispersion of 3.5 pico se- 15 conds/nanometer kilometers at 1300 nm. 16 3. Testing. All optical fibers shall be proof tested by the fiber manufacturer at a mini- 17 mum load of 100 kpsi. All optical fibers shall be 100% attenuation tested at the fac- 18 tory for compliance with performance specifications described herein. The attenua- 19 tion of each fiber shall be provided with each cable reel. 20 2.4 MECHANICAL REQUIREMENTS 21 A. Fibers. The quantity of fibers contained in the fiber optic cable shall be as shown on the 22 plans. 23 1. Single mode cladding: 125 micron +/- 3 microns 24 2. Multimode cladding: 125 micron +/- 3 microns 25 3. Single mode core: 8 to 9 micron +/- 1 micron 26 4. Multimode core: 50 or 62.5 microns +/- 3 27 B. Core/Clad Concentricity. Core/Clad concentricity shall be within plus or minus 1 mi- 28 cron for single -mode. 29 C. Primary Coating. Each fiber shall have a high density polymer coating of a minimum of 30 250 micron to prevent abrasion of the fiber surface or as approved by the Engineer. 31 D. Buffering: 32 1. The cable shall be of gel -filled or water -blocked, loose tube construction with up to 33 12 buffer tubes wrapped around a dielectric central strength member. All fiber(s) 34 shall be contained within buffer tubes, and each buffer tube shall have an inside di- 35 ameter much greater than the total diameter(s) of the fiber(s) it supports. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-3 FIBER OPTIC CABLE Page 3 of 14 1 2. Each fiber or group of fibers shall be free-floating within the tubes such that all me- 2 chanically or environmentally induced stress placed upon the cable is de -coupled 3 from the fibers. The air within the buffer tubes shall be displaced with a gel to pre- 4 vent entry by water and to facilitate free movement of the fiber(s) within. 5 E. Tensile Strength / Crush Strength. The cable shall be capable of withstanding a pulling 6 tension of 2700 N (600 lbs) under load conditions and 600 N (135 lbs) under static con- 7 ditions and a crush resistance of 5000 Nhn (length of cable), without changing the char- 8 acteristics of the optical fibers. Requirements for a higher pulling tension shall be pro- 9 vided as directed by the Engineer. 10 F. Bend Radius. The cable shall be capable of withstanding a minimum bending radius of 11 10 times its outer diameter during operation and 20 times its outer diameter during in- 12 stallation without changing the characteristics of the optical fibers. 13 G. Cable Configuration. The fiber optic cable shall have a reverse oscillation or planetary 14 stranding structure. 15 1. Cables constructed of less than six fibers shall have a buffer tube provided for each 16 fiber; cables constructed of more than six fibers may have several fibers occupy a 17 buffer tube, with equal distribution of fibers as far as practical. 18 2. Jacket construction and the configuration of the groups shall be such that they can 19 easily be separated at splice points, permitting one set of fibers to be cut and spliced 20 while the others remain continuous. The Contractor shall submit proposed cable 21 designs for the Engineer's approval prior to procurement and installation of cable 22 plant. 23 3. The cable shall have a water -block tape over the buffer tubes and throughout the 24 remainder of the cable to prevent entry of water. A binder wrapping strength mem- 25 ber of air amid fibers shall be provided as a final layer prior to application of the 26 outer jacket. 27 4. A polyethylene inner jacket shall be applied over the cable core and another poly- 28 ethylene outer jacket shall enclose the entire cable. The core shall be fully filled 29 with non -hygroscopic water blocking compound to prevent water and moisture 30 penetration. 31 5. The Contractor shall demonstrate crush and abrasion resistance of final cable design 32 and adequacy for conduit installation under full tensile loads and multiple bends. 33 H. Diameter. The outer diameter of each cable shall be less than 20 mm. 34 I. Color Coding. Each fiber buffer jacket shall be color coded separately. Within unit 35 tubes or sub bundles, each fiber shall have a distinctly different color coding. The buff- 36 er tubes shall be color coded in compliance with EIA/TIA-598 "Color Coding of Fiber 37 Optic Cables". All fibers shall be color coded in compliance with EIA/TIA-598 "Color 38 Coding of Fiber Optic Cables". In buffer tubes containing multiple fibers, the colors 39 shall be stable during temperature cycling and not subject to fading or smearing onto 40 each other or into the gel filling material. Colors shall not cause fibers to stick together. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-4 FIBER OPTIC CABLE Page 4 of 14 J. Cable Jacket: 2 1. The outer jacket shall be constructed of medium density polyethylene, minimum 3 jacket thickness of 1.4mm. Jacketing material shall be applied directly over the 4 tensile strength members and flooding compound. The outer jacket shall be UV 5 and fungus resistant. 6 2. A permanent marking shall be employed on the outer jacket of the cable which 7 shall show the date of manufacture and the manufacturer's name. A numerical se- 8 quence shall be marked on the outer jacket, at intervals no greater than three (3) 9 meters to facilitate determination of length of cable. All cables installed for the 10 City of Fort Worth shall be stamped with "City of Fort Worth — Fiber Optic Cable". 11 Cable tags shall be located at each ground -box and cable access location and shall 12 describe the cable number, origin and destination. 13 K. Environmental The cable shall be capable of withstanding the following environmental 14 conditions: 15 1. Installation: -30 degrees C to +70 degrees C 16 2. Storage/Operation: -40 degrees C to +70 degrees C 17 3. Humidity: 0 to 100% 18 2.5 INSTALLATION REQUIREMENTS 19 A. The fiber optic cable installation techniques shall be such that the optical and mechani- 20 cal characteristics of the cables are not degraded at the time of installation. 21 B. Installation in Conduit 22 1. The cable pulling operation shall be performed so that a minimum bending radius 23 of the cable shall not be exceeded in the unreeling and pulling operations. Entry 24 guide shoots shall be used to guide the cable into the pull -box conduit ports. Lubri- 25 eating compound shall be used to minimize cable -to -conduit friction. Corner roll- 26 ers (wheels), if used, shall not have radii less than the minimum installation bending 27 radius of the cable. A series array of smaller wheels can be used for accomplishing 28 the bend if the array is specifically approved by the cable manufacturer. The pull- 29 ing tension shall be continuously measured and it shall not be allowed to exceed the 30 maximum tension specified by the manufacturer of the cable. Fuse links and breaks 31 shall be used to insure cable tensile strength shall not exceed 2700 N (600 lbs). 32 a. When simultaneously pulling fiber optic cable with other cables, separate 33 grooved rollers shall be used for each cable. 34 b. All conduits shall be sealed with a "duct seal" after cable installation. Two part 35 urethane foam shall not be used. 36 c. All inner -ducts shall be capped with plugs, split -plugs or "duct seal". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-5 FIBER OPTIC CABLE Page 5 of 14 1 C. Splicing Requirements. 2 1. All optical fibers shall be spliced or terminated by the Contractor as shown in the 3 Splicing Diagrams in the plans. Splices shall be allowed only in locations as shown 4 within the plans or as directed by the Engineer. 5 2. All splices shall use the fusion technique. Fusion splicing equipment shall be pro- 6 vided by the Contractor and shall be cleaned, calibrated and specifically adjusted to 7 the fiber and environmental conditions at the start of each shift. Fusion splicing 8 equipment used shall be approved by the Engineer. Splice enclosures, organizers 9 and incidentals, and cable end preparation tools and procedures, shall be compatible 10 with the cable type being delivered and approved by the Engineer. Each spliced fi- ll ber shall be packaged in a protective sleeve or housing. Bare fiber shall be corn- ] 2 pletely re -coated, with a protective 8 RTV, gel or similar substance, prior to appli- 13 cation of the sleeve or housing, so as to protect the fiber from scoring, dirt or micro 14 bending. 15 D. Outdoor Splice Enclosure. The outdoor optical splice enclosure shall be capable of aeri- 16 al, duct or buried applications and shall be manufactured by Preformed Line Products or 17 approved equivalent with the dimensions of 6"x22", capacity 4-36 count trays for 144 18 count fibers. 19 1. The splice enclosure shall consist of an outer enclosure, an inner enclosure, and 20 splice trays. 21 2. The splice enclosure shall be suitable for application in the temperature range of -40 22 degrees C to +70 degrees C. 23 3. The splice enclosure shall provide space allowing entry of fiber optic cable without 24 exceeding the minimum bend radius of the cable. 25 4. The splice enclosure shall be capable of through, branch or mid -span type splice lo- 26 cations. 27 5. The splice enclosure shall be designed to permit selective fiber splicing (looping a 28 backbone cable in and out while only cutting into the desired fibers). 29 6. The splice enclosure shall allow splicing of all fibers up to the maximum number 30 specified on the Contract Drawings. 31 7. The outer enclosure shall be waterproof, re -enterable and shall utilize encapsulate 32 between the inner and outer enclosure to prevent the ingress of moisture. 33 8. The inner enclosure shall be designed to protect the buffer tubes and the splice 34 trays. 35 9. The inner enclosure shall be re -enterable. 36 10. The splice trays within the inner enclosure shall be capable of accommodating the 37 required number of splices, either fusion or mechanical, including storage and pro- 38 tection of slack fiber. 39 11. All outdoor splice enclosures shall be located within specified communications 40 ground -boxes, as shown on the plans. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-6 FIBER OPTIC CABLE Page 6 of 14 1 12. A maintenance loop of at least 15 meters (50') of cable on each end of the splice 2 closure shall be coiled up in a Figure-8 manner and neatly placed in the communi- 3 cations ground -box. This will allow for future splices in the event of a damaged 4 splice 5 13. Splice loss shall not exceed 0.07 dB. 6 14. All splice losses shall be recorded in tabular form and submitted to the Engineer for 7 approval. 8 15. Splices that are made between two cables shall be tested using an Optical Time 9 Domain Reflectometer (OTDR) in both directions. These splices shall be tested at 10 the required wavelength and printouts and electronic files of the splice tests shall be 11 provided. 12 E. Termination Requirements. 13 1. In cabinets where the optical fibers have to be connected to terminal equipment, the 14 Contractor shall provide matching connectors. 15 a. The connector loss for complete connection to the terminal equipment shall not 16 exceed 0.4 dB. Connectors will be qualified and accepted on the basis of con- 17 vector -to -connector mating using similar fibers. 18 b. In the Control Center (TMC and BTMC) and at the ends of the system, 2 me- 19 ters of the unused buffer tube(s) shall be removed from the fibers and the coiled 20 fibers placed into a splice tray approved by the Engineer. The water blocking 21 compound shall be cleaned from all fibers destined for splice tray usage. 22 F. Fiber Patch Panel: Fiber Patch Panels (FPP) shall be furnished and installed at the loca- 23 tions shown on the contract plans. 24 1. The fiber patch panel shall house and protect the required quantity of connectors 25 and required 1 meter of slack for each fiber of the pigtail cable. 26 2. The fiber pigtail slack shall be neatly coiled and secured in a manner that does not 27 allow the minimum operational bending radius of the pigtail to be exceeded. 28 3. Field verified and approved connector type on one end of each pigtail fiber shall 29 connect to a sleeve securely mounted to a connector sub -panel within the FPP en- 30 closure. The maximum optical loss across the connection shall not exceed 0.4 dB. 31 4. The connector sub -panel shall be field verified and approved connector type for 32 both single mode and multimode fiber. 33 5. The FPP housings shall be rack mountable in a standard EIA 19 inch equipment 34 rack, as shown on the Contract Drawings. The housing shall have OSP cable en- 35 trances with cable sheath strain relief. 36 6. Fiber Patch Panels shall be provided in two configurations, Type 1 and Type 2 as 37 approved by the Engineer. 38 G. Type 1 Fiber Patch Panel: Shall be furnished and installed in outdoor traffic signal con- 39 troller cabinets at the locations shown on the contract plans. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-7 FIBER OPTIC CABLE Page 7 of 14 1 1. The fiber patch panel shall act as the demarcation point between the OSP cable via 2 the fiber pigtails and the terminal equipment via the fiber patch cords. 3 2. The FPP housings shall be of a standard EIA 19 inch rack mountable unit. This 4 unit shall be surface or shelf mounted in the outdoor traffic signal controller cabi- 5 nets, as shown on the contract plans. The housing shall have OSP cable entrances 6 with cable sheath strain relief. 7 3. The FPP shall accept a minimum of twelve (12) fiber terminations. The outside 8 plant cable at the traffic signal controller cabinet locations shall be spliced to a mul- 9 ti-fiber pigtail in the adjacent communications ground box as shown on the plans. 10 The multi -fiber pigtail shall enter the traffic signal controller cabinet and terminate 11 to the FPP. 12 4. Care shall be taken not to damage the Traffic Signal System within the traffic signal 13 controller cabinet. A City of Fort Worth Traffic Signal Technician must be onsite 14 when work is performed within the traffic signal controller cabinet. 15 H. Type 2 Fiber Patch Panel: Shall be used at HUB, TMC and/or BTMC locations as 16 shown on the contract drawings. 17 1. The fiber patch panel shall act as the demarcation point between the OSP cable via 18 the fiber pigtails and the terminal equipment via the fiber patch cords. 19 2. The FPP housing shall be a rack mountable panel in an EIA standard 19" rack. The 20 panel shall be capable of terminating up to 192 fibers in connector sub -panels of 6- 21 8 fiber connectors per sub -panel, as required at each location. 22 3. The outside plant cable at HUB, TMC and/or BTMC locations shall be spliced to 23 multi -fiber pigtails in the adjacent communications ground boxes as shown on the 24 plans. The multi -fiber pigtails shall enter these locations and terminate to the FPP. 25 Care shall be taken not to damage the existing system within the HUB location. 26 I. Fiber Optic Patch Cords 27 1. Fiber optic patch cords shall be provided to cross connect the fiber patch panel to 28 the fiber optic transmission equipment. These jumpers shall be orange in color for 29 multimode fiber, yellow in color for single mode fiber and shall have strain relief 30 on the connectors. The fiber shall have a 900 micron polymer coating with tight 31 buffer tube, Kevlar strength member and a PVC jacket. 32 a. The patch cords shall be one meter in length or as directed by the Engineer. 33 b. The optical patch cords furnished under this Contract shall be a single, jacketed 34 fiber with optical properties identical to the optical cable furnished under this 35 Contract and shall be equipped with factory installed optical connectors at both 36 ends, in single fiber simplex or dual fiber duplex configurations as required. 37 c. Each jacketed fiber shall have a tensile strength in excess of 222 N (50 lbs). 38 d. Patch cords for connections from FPP to FPP shall be equipped with approved 39 connectors on both ends of the patch cord, as shown on the Contract Drawings. 40 The approved connectors furnished as part of the patch cords shall meet or ex- 41 ceed the requirements for approved connectors specified herein. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-8 FIBER OPTIC CABLE Page 8 of 14 1 e. Patch cords for connections from FPP to optical devices shall be equipped with 2 an approved connector on one end. The optical connectors on the other end of 3 these patch cords shall be compatible with the connectors furnished on the opti- 4 cal device transmit and receive ports. 5 J. Fiber Optic Pigtails. Pigtails for the traffic signal cabinets and for the CCTV cabinets 6 shall consist of multiple fibers, factory installed connectors on one end and suitable for 7 installation in an outdoor duct run. The fibers shall be contained in a single buffer tube 8 configured cable equipped with a fan -out kit or transition to individually jacketed fi- 9 bers. This cable shall also meet the General, Functional, Optical, Mechanical and In- 10 stallation Requirements of the trunk line cable specified herein. 11 1. The pigtail for the TXDOT cabinet and one end of the CCTV cabinet shall be field 12 connectorized and suitable for installation in an outdoor duct run. The fibers shall 13 be contained in a single buffer tube configured cable equipped with a fan -out kit or 14 transition to individually jacketed fibers. This cable shall also meet the General, 15 Functional, Optical, Mechanical and Installation Requirements of the trunk line ca- 16 ble specified herein. 17 a. The multi -fiber pigtail for traffic signal cabinets shall be provided in a single 18 mode 12 fiber configuration. 19 b. The multi -fiber pigtail for CCTV cabinets shall be provided in a single mode 6 20 fiber configuration, whereby one end will have factory installed connectors and 21 the opposite end will be field connectorized. 22 c. The approved connectors furnished as part of the pigtails shall meet or exceed 23 the requirements for approved connectors specified herein. 24 d. The fiber portion of each 6 and 12-count pigtail shall have optical properties 25 identical to the optical cable furnished under this Contract. 26 2.6 OPTICAL CONNECTORS 27 A. All permanent connector installations within traffic signal cabinets and CCTV cabinets 28 shall utilize factory installed/tested connectors 29 1. The optical connectors furnished for installation on optical patch cords and pigtails 30 shall be compatible with the connector sleeves on the fiber patch panels. 31 2. The connectors shall meet, as a minimum, the following specifications: 32 a. Type: SC (single mode, multimode); ST (single mode, multimode) 33 b. Attenuation: (Average, 3 readings, 120 degree spacing): 0.5 dB/ran maximum 34 @ 1300 nm and 0.35 maximum @ 1550 nm. 35 c. Mechanical Stability: 0.3 dB change, maximum 36 d. Tensile Stability: 0.3 dB change, maximum 37 e. Thermal Stability: (5 cycles, -20 degrees C to +60 degrees C) 0.4 dB change, 38 maximum CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902-9 FIBER OPTIC CABLE Page 9 of 14 1 PART 3 - EXECUTION 2 3.1 CONSTRUCTION METHODS 3 A. The installation of the cable, the splicing of the fibers, the attachment of connectors and 4 mounting of hardware and the methods employed shall utilize the latest available instal- 5 lation machinery, jacking equipment, cable pulling machinery with appropriate tension 6 monitors, splicing equipment and testing equipment and other miscellaneous tools. 7 1. All installation techniques and fixtures shall result in ease of maintenance and ready 8 access to all components for testing and measurements. 9 3.2 MECHANICAL COMPONENTS 10 A. All external screws, nuts, and locking washers shall be stainless steel. No self -tapping 11 screws shall be used unless specifically approved by the Engineer. 12 1. All parts shall be made of corrosion resistant material, such as plastic, anodized 13 aluminum or brass. 14 2. All materials used in construction shall be protected from fungus growth and mois- 15 ture deterioration. 16 3. Dissimilar metals shall be separated by an inert dielectric material. 17 B. Installation. The installation of the fiber optic cable shall be conducted in a phased 18 manner. The Contractor shall make every effort to protect the relatively delicate fiber 19 optic cable during construction and installation, including protection from vandalism. 20 1. The Contractor shall perform the cable installation in accordance with the Engineer 21 approved plan. Any deviations from the approved plan must be submitted in writing 22 to the Engineer. 23 2. The Contractor shall, at all times, conduct the installation of the fiber optic cable in 24 a workmanlike manner identical to installations found in the telephone industry, 25 and in complete conformance with the recommended practices of the cable manu- 26 facturer. The tensile ratings, minimum bending radius, and any other fiber optic 27 cable installation restriction shall not be exceeded. 28 3. The Contractor shall give the Engineer five (5) working days notice of all fiber op- 29 tic cable installations so that authorized representative may be present, if necessary. 30 4. All cable runs shall be continuous from nodal site to nodal site. No splices of any 31 kind shall be accepted between nodal sites or at locations other than approved splice 32 points or as shown on the contract plans. The cable shall NOT be cut in the field 33 unless otherwise approved by the Engineer. 34 5. All cables shall be clearly marked and tagged to identify the cable origin, destina- 35 tion, function. Such tags shall be of nylon or other approved construction, with 36 permanent mechanically printed markings. This is in addition to the permanent 37 identification marking specified elsewhere. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 99 99 02 - 10 FIBER OPTIC CABLE Page 10 of 14 1 6. If the cable must be unreeled during installation, the Contractor shall use the "Fig- 2 ure-8" method to prevent kinking or twisting of the cable. The cable shall not be 3 coiled in a continuous direction except for lengths of less than 15 meters (50'). The 4 minimum bend radius shall not be exceeded at any time during the figure -eight op- 5 eration. The Contractor shall take steps to relieve pressure on the cable at the 6 crossover of the figure-8. 7 7. All fiber optic cable to be installed in duct runs shall be installed in an inner -duct 8 within a multi -duct conduit or in a separate inner -duct where a multi -duct conduit 9 does not exist, as specified elsewhere. 10 8. Fiber optic inner -duct shall be furnished and installed within existing duct, inside 11 cable trays, and manholes, and at any location where fiber optic cable is exterior to 12 dedicated conduit. 13 a. Fiber optic inner -duct shall be flexible with a minimum bending radius not less 14 than the minimum bending radius of the fiber optic cable which it supports. 15 b. The inner -duct shall be orange in color for 48 count cable and red in color for 16 12 count cable for ease of identification, and shall have a preinstalled mule tape 17 to facilitate cable pulling. 18 c. The inner -duct shall have a smooth outer wall and a permanent pre -lubricated 19 ribbed inner wall. 20 d. All duct runs shall be verified by the Contractor as continuous from ground -box 21 to ground -box and suitable for installation of inner -duct. 22 e. In areas where the inner -duct cannot pass through a manhole or pull -box, the 23 cable shall be racked and covered with an intermediary inner -duct or placed in a 24 manner to protect it from damage during re-entry of the manhole or pull -box. 25 f. Where a cable run changes directions, the Contractor shall provide for suffi- 26 cient slack and protect the cable against violating the minimum bend radius in 27 the event slack was pulled from another location. 28 29 g. A manufacturer approved cable lubricant shall be used when pulling fiber optic cable in duct. Liquid detergent shall not be used as a lubricant. 30 h. Intermediate pull points may be used to assist the cable through the duct run to 31 achieve the required cable lengths. 32 i. The backbone cable shall be brought into the communications ground -box ad- 33 jacent to each roadside cabinet or building as shown on the contract plans, and 34 15 meters (50') of cable slack on each end of the splice shall be coiled in the 35 ground -box. 36 37 38 The cable shall be spliced in the ground -box as shown on the contract plans. The remaining fibers in the backbone cable shall continue uncut (or through - spliced with prior approval by the Engineer) in the ground -box. 39 C. Documentation Requirements. Ten (10) complete sets of operation and maintenance 40 manuals shall be provided. The manuals shall, as a minimum, include the following: 41 1. Complete and accurate schematic diagrams showing the fiber optic cable plant. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902- 11 FIBER OPTIC CABLE Page 11 of 14 1 2. Complete performance data of the cable plant showing the losses at each splice 2 joint and each terminal connector. 3 3. Installation, splicing, terminating and testing procedures. 4 4. Complete parts list including names of vendors. 5 5. Complete maintenance and trouble -shooting procedures. 6 a. The documentation requirements shall also be in accordance with Special Spec- 7 ification Item, "Testing, Documentation, Final Acceptance and Warranty". 8 3.3 TESTING REQUIREMENTS 9 A. General. It is the policy of the Department to require performance testing of all materi- 10 als and equipment not previously tested and approved. If technical data are not consid- 11 ered adequate for approval, samples may be requested for test by the Engineer. The 12 contract period will not be extended for time lost or delays caused by testing prior to fi- 13 nal Department approval of any items. 14 1. The equipment covered by the specification shall be subject to Design Approval 15 Tests and Factory Demonstration Tests at the equipment manufacturer's facility to 16 determine conformance with all the specification requirements except that the En- 17 gineer may accept certification by an independent testing lab in lieu of the Design 18 Approval Tests, to verify that the Design Approval Tests have previously been sat- 19 isfactorily completed. The Contractor shall arrange for and conduct the tests in ac- 20 cordance with the testing requirements stated herein. 21 2. Unless otherwise specified, the Contractor is responsible for satisfying all inspec- 22 tion requirements prior to submission for the Engineer's inspection and acceptance. 23 The Engineer reserves the right to have his/her representative witness all tests. 24 3. The results of each test shall be compared with the requirements specified herein. 25 Failure to conform to the requirements of any test shall be counted as a defect, and 26 equipment shall be subject to rejection by the Engineer. Rejected equipment may 27 be offered again for retests provided all non -compliances have been corrected and 28 retested by the Contractor and evidence thereof submitted to the Engineer. 29 4. Final inspection and acceptance of the fiber optic cable shall be made after the 30 completion of the installation and testing and approval of the documentation de- 31 scribed above. 32 B. Manufacturer's Test / Certification. Each reel of fiber optic cable shall be accompanied 33 by the manufacturer's test data showing the conformance to the requirements described 34 in this Special Specification. 35 1. The Contractor shall ensure that each finished and installed fiber optic cable seg- 36 went shall be traceable to the test date on file for each step in its manufacturing 37 process. 38 2. The Engineer, or its authorized representative, shall have the right to make inspec- 39 tions and tests as are necessary to determine if the cable meets the requirements of 40 this Specification. The Engineer shall have the right to reject cable which is defec- 41 tive in any respect. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 99 99 02 - 12 FIBER OPTIC CABLE Page 12 of 14 1 3. The Engineer shall be given ten (10) working days advance notice of the date the 2 cable will be ready for final testing so that the Engineer may be present at the tests, 3 if it so elects. 4 4. Physical tests shall be made on samples selected at random at the place of produc- 5 tion. Each test sample shall be taken from the accessible end of different reels. 6 Each reel selected and the corresponding sample shall be identified. The number 7 and lengths of samples shall be as specified for the individual test. All applicable 8 tests for the cable materials and cable construction specified shall be performed. 9 5. Optical tests shall be made on the entire length of each continuous fiber provided 10 within each fiber optic cable. Each test shall be completed during manufacture as 11 required, and again prior to shipping, after the cable is secured to the reel in final 12 shipping packaged form. 13 6. The manufacturer shall provide, at the point of production, apparatus and labor for 14 making any or all of the following tests under the supervision of the Engineer, to 15 include, but not be limited to: 16 a. Tensile Strength 17 1) Impact Resistance, Crushing and Flexing 18 2) Optical Attenuation 19 3) Optical Spectral Dispersion 20 4) Optical Time Domain Reflectometer (OTDR) 21 22 C. Pre -installation Tests. The fiber optic cable shall be tested at the site storage area prior 23 to installation. Each optical fiber in the cable shall be tested from one end with an 24 OTDR compatible with wavelength and fiber type. Testing shall check for continuity, 25 length, anomalies, and approximate attenuation. Each measurement will be recorded 26 with color, location and type of fiber measured. In the event that a meaningful meas- 27 urement cannot be made from one end, it shall be performed from the opposite end of 28 that fiber. If the tested loss per Km exceeds the loss from the manufacturer's test data 29 the Engineer shall reject the cable. 30 D. Post Installation Tests. After installation, each optical fiber in the cable shall be tested 31 again for the loss characteristics. Both directions of operation of the fiber shall be test- 32 ed. 33 1. After each splice and connector installation, the cable shall also be tested and the 34 data shall be submitted to the Engineer as basis for acceptance. OTDR and/or pow- 35 er meter/optical light source testing equipment, as specified by the cable manufac- 36 turer, shall be used for this testing. 37 2. The Contractor shall notify the Engineer in writing five (5) working days in ad- 38 vance of the testing of the cable so that the Engineer, or its representative, may be 39 present for the tests, if the Engineer so elects. 40 3. Optical testing shall be performed on all fibers within each cable, including those 41 extra fibers which the Contractor elects to include above those invoiced, in order to 42 meet the 100 percent fiber quality warranty as outlined in this Specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902 -13 FIBER OPTIC CABLE Page 13 of 14 1 4. All necessary test equipment shall be provided by the Contractor to perform tests to 2 include, but not be limited to, the following: 3 a. Optical attenuation 1,300 and 1,500 mn for the single mode cable. 4 b. Optical Time Domain Reflectometer (OTDR) records (labeled and identified), 5 electronic file and computer printer/plotter output. Test shall be conducted for 6 both directions of transmission. All OTDR tests shall be made with an OTDR 7 approved by the Engineer. 8 E. Test Procedure. The Contractor shall prepare and submit all test procedures and data 9 forms for the pre -installation and post -installation tests to the Engineer for approval. 10 The Contractor shall furnish data forms containing all of the data taken, as well as re- 11 sults for all tests. The data forms shall be signed by an authorized representative of the 12 Contractor. At least one copy of the data forms shall be sent to the Engineer. 13 a. The testing shall also be in accordance with Special Specification Item, "Test- 14 ing, Documentation, Final Acceptance and Warranty". 15 3.4 WARRANTY. 16 A. The warranty shall be in accordance with Special Specification Item, "Testing, Docu- 17 mentation, Final Acceptance and Warranty". 18 3.5 MEASUREMENT 19 A. The fiber optic cable (single mode) will be measured by the linear (foot) of cable fur- 20 niched and installed, removed and re -installed, spliced, connected, and tested in ac- 21 cordance with these specifications. Additional lengths required shall be provided at no 22 additional cost. 23 B. The conduit will be measured by the linear (foot) of conduit furnished and installed in 24 accordance with these specifications. 25 C. Detectable cloth innerduct 3" three cell will be measured by the linear (foot) furnished 26 and installed in accordance with these specifications. MaxCell (or approved equal) 27 3.6 PAYMENT 28 A. Fiber optic cable will be paid for at the unit price bid for "Fiber Optic Cable" of the 29 type specified, which price shall be full compensation for furnishing and installing fiber 30 optic cable, for pulling through conduit or duct, testing, splicing, connecting, and for all 31 materials, labor, tools, equipment, documentation, and incidentals necessary to corn- 32 plete the work. 33 B. Conduit will be paid for at the unit bid price for "3" Orange HDPE Conduit" which 34 price shall be full compensation for furnishing and installing conduit including all mate- 35 rials, labor, tools, equipment, and incidentals necessary to complete the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999902- 14 FIBER OPTIC CABLE Page 14 of 14 1 C. Maxcell (or approved equal) detectable cloth innerduct will be paid for at the unit bid 2 price for "Detectable Cloth Innerduct 3" three cell" which price shall be full compensa- 3 tion for furnishing and installing conduit including all materials, labor, tools, equip- 4 went, and incidentals necessary to complete the work. 5 6 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 99 99 03 LANDSCAPE PLANTING 1.00 GENERAL 1.01 WORK INCLUDED 999903-1 LANDSCAPE PLANTING Page 1 of 7 A. Furnish labor, materials, equipment and incidentals necessary (including but not limited to topsoil, soil testing, soil sterilizers, soil amendments, concrete edging, trees, shrubs, ornamental grasses, groundcover, and turf sod) to complete all landscape planting as specified herein and as indicated on the contract drawings. 1.02 QUALITY ASSURANCE A. PLANT LISTS Furnish planting as specified according to the Plant List on the drawings. Plants shall conform to the varieties specified, with no substitutions allowed unless approved in writing in advance by the Landscape Architect whose seal appears on the construction documents (hereinafter referred to as "Landscape Architect"). B. NOMENCLATURE The scientific, as well as, common names listed in the schedule are the standardized plant names authorized by the American Joint Committee on Horticulture Nomenclature. In the event of any question concerning plant type, notify the Landscape Architect before any planting operations, other than preparing the planting beds. 1.03 SUBMITTALS Submittals by Contractor shall be provided to both Owner and Landscape Architect. The submittals shall be completed by Contractor and approved in writing by Landscape Architect prior to all other Contractor activities related to landscape planting. Contractor submittals other than those specifically described below will not be reviewed. Contractor submittals shall include the following items. A. Plant List. The plant list shall include common and botanical names, quantities, container sizes, trunk diameter, height, and spread. Contractor may submit plant list shown on drawings for this submittal. B. Contractor's Landscape Schedule. The schedule shall indicate Contractor's proposed dates for all landscape planting activities, including but not limited to: pre -construction meeting; order and delivery of plant material; irrigation system installation, testing, and completion in all landscape planting areas; soil preparation; edging installation; planting, finish grading, staking, mulching, and fertilization; and proposed final inspection. 1.04 STANDARDS The following documents, used as standards, are to be considered a part of these specifications by reference: A. American Joint Committee on Horticultural Nomenclature B. "Standardized Plant Names", Second Edition, 1942 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-2 LANDSCAPE PLANTING Page 2 of 7 C. American Sod Producers Association (ASPA) specifications D. American National Standard Institute (ANSI) publications E. "American Standard for Nursery Stock" F. American Society of Testing and Material (ASTM) specifications: ASTM D5268 Specifications for Topsoil Use for Landscaping Purposes 1.05 DELIVERY AND STORAGE A. Notify Owner a minimum of five (5) business days in advance of delivery date. Unload and display plants and trees at a location on project site as directed by Owner. A suitable method ,of handling plants must be employed to insure the careful, workmanlike delivery of plants. B. All delivered plants shall be identified by the Contractor with a legible waterproof label bearing common and botanical plant name securely attached to each plant. Plant identification labels shall not be removed until after completion of the maintenance period final inspection (and required replacements, if any) described in Section 3.10 of the Specifications. C. All delivered plants not meeting the requirements of the plans and specifications shall be immediately removed from the site by the Contractor at no cost to the Owner. 1.06 JOB CONDITIONS A. Plants shall conform to the criteria specified (including common name, botanical genus and specie names, root type, size, and other characteristics noted) in the Plant List on the drawings. Plants shall have been grown under climatic conditions similar to those in the locality of the project site, unless otherwise approved in writing in advance by the Landscape Architect. Plants shall not be pruned prior to delivery to the site. B. Plants shall be selected for health and appearance and shall be well -matured, well -shaped, well -leafed, and be generally symmetrical in appearance from all directions. Trees shall be single trunk (unless listed as multi -trunk in the Plant List on the drawings) with straight trunks and a balance of well -leafed branches on each side of the main trunk. C. Plants and trees shall be handled so that the roots are protected at all times. D. Plants which have been grown in greenhouses, under lath, or in other protected environments shall be hardened off and acclimated to site conditions prior to delivery to site. E. Plants which cannot be immediately planted will be left in containers and watered regularly until time of planting. 1.07 GUARANTEES Plantings shall be guaranteed for one (1) full growing season following completion and acceptance of the entirety of the landscape planting under this contract. At the end of the guarantee period, any trees or plants which are determined by the Owner to be dead or not in vigorous healthy growing condition shall be replaced by the Contractor at no cost to Owner. Replacement plantings and materials shall meet all requirements of the contract documents, including one-year guarantee from time of planting of the replacement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-3 LANDSCAPE PLANTING Page 3 of 7 2.00 PRODUCTS 2.01 MATERIALS A. TOPSOIL: Existina rocky soil, gravel, clay, shale, or subsoil SHALL NOT be re -used as topsoil. Existing clay loam topsoil on this project site may be stripped, stockpiled, amended, and re -used in new work. Additional topsoil, if necessary, shall be fully pulverized, incorporate added sterile organic compost, and be free of weeds (including nutgrass), trash, debris, roots, sticks, rocks, gravel, clay, shale, and subsoil). B. PEA GRAVEL: 3/8-inch diameter clean, washed, non -sharp -edge gravel of uniform size and free of fines. C. SOIL STERILANT: Contractor preferred product (used in strict accordance with the manufacturer's instructions and all applicable codes and regulations). D. LIME: Agricultural lime conforming to ASTM C602, Class "T". E. PEAT MOSS: Horticulture grade Canadian stock, fibrous type, low in wood content, having a moisture content of not more than 30%. F. MULCH: Horticultural grade finely -ground hardwood mulch, free of sticks, stones, clay or other foreign materials; 3/4" to 1" graded size, of such character as not be easily displaced by wind. G. TURF SOD: Turf sod shall be healthy, vigorous, freshly dug from living turf, and free of weeds. Sod shall be obtained from state certified commercial growers. Thickness of soil portion of the sod shall be a minimum of one (1) inch and a maximum of one and a half (1 '/2) inches. Sod pieces shall be either strips measuring 18" width x 72" length or squares measuring 36" x 36' unless otherwise approved in writing in advance by Landscape Architect prior to delivery to the project site. Sod shall be delivered on project site within twenty-four (24) hours of cutting/digging. Sod shall be planted within forty-eight (48) hours of cutting/digging. The soil portion of the sod shall be slightly moist (neither excessively wet nor excessively dry) when harvested. The soil portion of the sod shall be kept slightly moist until time of planting. H. PLANTS: Plants (trees, shrubs, ornamental grasses, and groundcovers) shall conform to the Plant List in the Drawings, shall be container -grown, and shall not have been re -potted within ninety (90) days prior to delivery to the project site. I. TREES STRAPS: Tree straps shall be 3/4 inch width polypropylene fabric straps, dark green color: Gempler model AT5G or Webbing Landscape Supplies model WEB500 (or equivalent if approved in writing by Landscape Architect prior to installation). J. STEEL EARTH ANCHORS: Non -corrosive finish steel earth anchors shall be 1/2 inch diameter X 30 inch length with 1 inch diameter eye hole at top and 4 inch diameter blade at bottom: American Earth Anchors model Helix 30-4 or Gempler model MTE3OB (or equivalent if approved in writing by Landscape Architect prior to installation). K. COMMERCIAL FERTILIZER: Fertilizers shall: (i) conform to all applicable state fertilizer laws (ii) be delivered in original, unopened containers, and (iii) be uniform in composition, dry, and free flowing. A complete, time -release -coated, granule -type fertilizer with an equal Nitrogen - CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-4 LANDSCAPE PLANTING Page 4 of 7 Phosphorus -Potassium analysis shall be submitted for approval by the Landscape Architect prior to any use on the project. L. PERLITE: Norcal #1 — Horticulture Perlite or equivalent as approved by Landscape Architect. 2.02 PLANTING SOIL MIXTURE A. Planting soil mixture for backfilling in excavations around all plantings shall be premixed on grade before shoveling into the planting pit. Planting soil backfill mixture shall consist of four (4) parts planting bed topsoil and one (1) part finely ground hardwood mulch, thoroughly mixed. 3.00 EXECUTION 3.01 TOPSOIL PREPARATION AND AMENDMENT A. TOPSOIL DEPTH Minimum topsoil depth in all at -grade planting areas shall be established as follows: 1. Shrub/Ornamental Grass Beds: A minimum depth of nine (9) inches of topsoil, measured from finish grade on the Grading Plan in the drawings, shall exist or be established in all shrub/ornamental grass bed areas as indicated in the Drawings. 2. Turf Areas: A minimum depth of five (5) inches of topsoil, measured from finish grade indicated on the Grading Plan in the drawings, shall exist or be established in all turf areas as indicated in the Drawings. B. SOIL PREPARATION Scarification of all at -grade planting areas shall be performed prior to planting. 1. Shrub/Ornamental Grass Beds: A minimum depth of twelve (12) inches of thorough scarification, measured from finish grade indicated on the Grading Plan in the Drawings, by means of plowing and disc harrowing, or in small areas by rototilling, shall be provided. Remove all weeds (including nutgrass), trash, debris, roots, sticks, rocks, gravel, clay, shale, and subsoil. Level soil by means of steel matt drags, tiller rakes, and hand raking as required to (i) eliminate bumps, ridges and depressions, and (ii) establish finish grade. All finish grades of shrub/ornamental grass bed soil shall conform to finish grades specified in the Grading Plan in the drawings. 2. Turf Areas: A minimum depth of eight (8) inches of thorough scarification, measured from finish grade indicated on the Grading Plan in the Drawings, by means of plowing and disc harrowing, or in small areas by rototilling, shall be provided. Remove all weeds (including nutgrass), trash, debris, roots, sticks, rocks, gravel, clay, shale, and subsoil. Level soil by means of steel matt drags, tiller rakes, and hand raking as required to (i) eliminate bumps, ridges and depressions, and (ii) establish finish grade. All finish grades of turf area soil shall conform to finish grades specified in the Grading Plan in the drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-5 LANDSCAPE PLANTING Page 5 of 7 C. LIME ADDITION Test the scarified topsoil for pH in evenly distributed locations representative of all planting area across the project site. For all planting areas with topsoil pH between 4.0 and 5.0, add 90-140 pounds of lime per 1,000 square feet. For all planting areas with topsoil pH of 5.1 to 6.0, add 40 to 90 pounds per 1000 square feet. Lime shall be thoroughly mixed into the minimum full depth of required topsoil for all areas. D. PEAT MOSS ADDITION Add peat moss at the rate of one hundred fifty (150) pounds per one thousand (1,000) square feet in all turf areas. Add peat moss at the rate of two hundred fifty (250) pounds per one thousand (1,000) square feet in all shrub/ornamental grass bed areas. Peat moss shall be thoroughly mixed into the minimum full depth of required topsoil for all areas. E. SOIL STERILIZATION Following scarification and amendment mix -in, topsoil in all planting areas shall be sterilized using soil sterilant (herbicide) in strict accordance with the manufacturer's written directions. Contractor shall protect all existing trees to remain and other adjacent vegetation from any harm or damage from sterilant application. Contractor shall allow treated planting areas to sit undisturbed per manufacturer's recommended time period prior to installation of plants and turf and prior to performing any other planting operations. 3.02 TIME OF PLANTING A. The preparation of planting areas may begin prior to time of planting. If finish grading has been completed prior to planting, finish grades shall be protected from landscape planting construction traffic (including protection from soil compaction). B. Planting SHALL NOT be done during exceptionally hot, cold, or wet periods. C. Planting SHALL NOT occur during or within three (3) days of temperatures above 95 degrees Fahrenheit. D. Planting SHALL NOT occur during or within three (3) days of temperatures below 35 degrees Fahrenheit. E. Planting shall not be done in saturated soils. 3.03 PLANTING, GENERAL A. The location for all plantings is noted on the drawings at the scale indicated on each drawing. No deviations from the planting locations shown on the drawings are permitted unless approved in writing in advance by the Landscape Architect. B. In preparing at -grade plant excavations, remove all rocks or underground obstructions to a depth necessary, and completely clear of root ball and backfill zones, to permit proper planting. Planting pits shall be generally circular in outline with heavily scarified vertical sides and flat (slightly dish -shaped) bottoms. C. Depth of at -grade planting pits shall be equal to the height of the root ball plus four (4) inches. This is to provide for: (i) six (6) inches of firmed planting soil mixture under the root ball and (ii) two (2) inches of root ball top above adjacent finish grade. D. Diameter of planting pits shall be dug twice the diameter of the root ball. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-6 LANDSCAPE PLANTING Page 6 of 7 3.04 PLANTING SOIL MIXTURE PLACEMENT A. At -grade planting soil mixture shall be shoveled into the pit around the plant balls in six (6) inch dry layers and firmly dry -tamped by foot before the next layer is added. 3.05 TREE PLANTING A. Prior to planting, prepare root ball of tree by carefully removing container from root ball and carefully loosening any 'matted' or 'pot-bound' roots around the outside of the root ball. As planting soil is added around root ball during planting, carefully place and evenly distribute loosened roots in a direction outward from the trunk(s) of the tree. B. For trees located in shrub beds, prepare excavation as described above and on details on the drawings. Set root ball in center of pit on prepared planting soil and complete backfilling in six (6) inch dry layers. All finish grades of soil shall conform to finish grades specified in the drawings. Slowly saturate the planting pit and adjacent area two (2) times within in the first four (4) hours immediately following planting using potable water. C. For trees located in turf, prepare excavation as described above and on details on the drawings. Set root ball in center of pit on prepared planting soil and complete backfilling in six (6) inch dry layers. All finish grades of soil shall conform to finish grades specified in the drawings. Construct a circular earthen saucer four (4) inches high (measured above adjacent finish grade) and sixteen (16) inches wide immediately outside edge of planting pit. Slowly saturate the planting pit and area inside the saucer two (2) times within in the first four (4) hours immediately following planting using potable water. D. After watering, apply additional planting soil mixture, if needed, to fill settled planting pit backfill to assure conformance with details on the drawings. Apply top layer of mulch in accordance with the details on the drawings. E. After planting, where necessary, prune in accordance with the details on the drawings. Maintain uniform overall shape of tree. 3.06 SHRUB PLANTING A. Prior to planting, prepare root ball of shrub by carefully removing container from root ball and carefully loosening any 'matted' or 'pot-bound' roots around the outside of the root ball. As planting soil is added around root ball during planting, carefully place and evenly distribute loosened roots in a direction outward from the stem(s) of the shrub. B. Prepare excavation as described above and on details on the drawings. In at -grade areas, set root ball in center of pit on prepared planting soil and complete backfilling in six (6) inch dry layers. All finish grades of soil shall conform to finish grades specified in the drawings. Slowly saturate the planting pit and adjacent area two (2) times within in the first four (4) hours immediately following planting using potable water. C. After watering, apply additional planting soil mixture, if needed, to fill settled planting pit backfill to assure conformance with the details on the drawings. Apply top layer of mulch in accordance with the details on the drawings. D. After planting, where necessary, prune in accordance with the details on the drawings. Maintain uniform overall shape of plant. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 999903-7 LANDSCAPE PLANTING Page 7 of 7 3.07 SODDING Grass shall be planted by sodding. Lay sod within 24 hours of stripping. Fill in any gaps between sod pieces with topsoil, wet slightly, and hand tamp. 3.08 FERTILIZER APPLICATION Fertilizer shall, upon completion of planting, be applied to all plantings (trees, shrubs, and turf) at the rate specified by the manufacturer for each type of planting. 3.09 MAINTENANCE A. Maintain all landscape areas, plants, and turf during all stages of landscape construction until Owner's final acceptance of the project. Plants and turf shall be watered regularly, as required to provide vigorous and healthy growth, by Contractor during construction and maintenance period. The Contractor shall at no time during landscape construction and maintenance period allow visible weed growth, insect infestation, accumulation of any trash or construction debris, or other unsightly conditions in any landscape areas. B. Turf shall be kept in a healthy growing condition by watering, weeding, patching, rolling, mowing, trimming, edging, and any other necessary maintenance operations. At the end of the maintenance period, all turf areas shall be solid weed -free lawns. Patch/replant as frequently as necessary to produce a solid stand of grass over the entire lawn area. Protect grass from weed or insect infestation, traffic, or washing. 3.10 FINAL INSPECTION BY OWNER AND LANDSCAPE ARCHITECT At the completion of the maintenance period, the Owner shall make a final inspection of all planting areas (trees, shrubs, grasses, groundcovers, and turf). Any plantings determined by the Owner not to be in a vigorous healthy growing condition at this time shall be replaced by the Contractor at no charge to the Owner. Any and all such replacements shall be guaranteed by the Contractor in accordance with Section 1.07 of the Specifications. 3.11 CLEAN AND ADJUST All empty material containers and bags, unusable materials, trash, and other debris must be removed daily and the project site kept neat and clean at all times. Any and all excess excavated topsoil and/or subsoil shall be promptly removed from the project site. After planting operations are finished, paved areas which may have become strewn with soil or other material shall be thoroughly cleaned by sweeping and washing, if necessary, to provide a neat and clean project site. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 99 99 04- 1 SPECIAL SPECIFICATION Page 1 of 1 SPECIAL SPECIFICATION 99 99 04 Structural Soil 1. Description. Install structural soil. 2. Materials. Provide structural soil sub -base material classified as a GP -GM material as defined by the Unified Soil Classification System and compacted to 95% optimum (Proctor) density with a minimum California Bearing Ratio of 50. Structural soil shall be 'CU- Structural Soil' or equivalent if approved by Engineer. Provide manufacturer's technical data sheets, installation instructions and Material Safety Data Sheets (MSDS) for each product used. 3. Equipment. Furnish tools and equipment recommended by the manufacturer to complete installation of the structural soil. 4. Work Methods. Excavate, prepare subgrade, and install structural soil as shown on the plans. Coordinate work with other trades as required for orderly progress of the installation. 5. Measurement. This item will be measured as lump sum structural soil, complete and in place at the locations designated on the plans. 6. Payment. The work perfoirlred and supplies furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Structural Soil." This price is full compensation for furnishing equipment, supplies, and labor for preparation of subgrade, installation of structural soil, and incidentals necessary to complete the work as provided under "Work Methods." CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 APPENDIX GC-4.01 Availability of Lands • Right -of -Entry Letters GC-4.02 Subsurface and Physical Conditions • Geotechnical Report GC-6.06.D Minority and Women Owned Business Enterprise Compliance • MWBE forms o Subcontractor/Supplier Utilization Fonn o Prime Contractor Waiver Form o Good Faith Effort Form o Joint Venture Eligibility Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities Public Art Foundation Detail and Notes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2220 E. Rosedale St., Fort Worth John Davis Survey A418Tr3 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as John Davis Survey, A 418 Tr 3 also described as 2220 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: DANG CONG HUYNH (Please Print) (Signature) li �1. i5 fA SIDOPOSED EWALK 7 Of lice, Fort VW-0 /' Y' PR SOEWALKD F(t12129 r PROPOSED DRIVEWAY PROPflpT 24" RAL CI7 Y PROPOOSELiNE 36" 60(14 P5 POESED PROP OSED MANHOLE PROPOSED 15' INLET PROPOSED DRIVEWAY `�,, ORM VILLAGE OF WESTW { 1 EXN1g11' A 1•W PROPOSED 10' INLET COFLENI Y T'�ROSEpALE STREET O np{\Ornwfn95\h1 01 En\ry\2220 E. Rosedofe S\.ag^ 222 ..-14, t Dole- ov. Ofi. 2012 - 3t'40D4 AM User, 0223`� PROPOSED DRIVEWAY D 20 40 SCIN FEET FREESE �` ERGMNEERNG NF RM F •2144 TE U'0 REGISTERED F&N JOH NO'FTfl2129 DATE SEp SCPLE pg SHOWN DESIGNED MRA FtGDRE DRAFTEDSdS 1..........,.... FILE 2220 E. Rosedo{e S1.d9n .� 1 Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2424 E. Rosedale St., Fort Worth Clay Withers Addition B1k 4 Lot 3-R CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Clay Withers Addition, Blk 4 Lot 3-R also described as 2424 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: HOWARD W. NICHOLS (Please Print) (Signature) PROPOSED SIDEWALK PROPOSED 24" LATERAL PROPOSED 15INLET 1 ELDER INVESTMENTS 320 E. 3RD ST, BURKBURNETT, TX 76354 2400 E. ROSEDALE ST. VOLUME 11942, PAGE 815 D.R.T,C,T, LOT 14 VTC- c1,10: ch17-.; P. PROPOSED DRIVEWAY • FREESE 'NICHOLS 4055 InternotionolPiozo, Suite 200 Fort Worth, TX 76109-41395 Phone - (017) 735-7300 Fox - f817) 735-7491 Web - www.freese.corn 10.0' UTILITY EliarE,11 100 U1ILITY 1, r I PROPOSED BUS SHELTER 118+00 PROPOSED DRIVEWAY PROPOSED SIDEWALK HOWARD W. NICHOLS 1561 COUNTY ROAD 3690 PARADISE, TX 76073 2424 E. ROSEDALE ST. VOLUME 5937, PAGE 946 D.R.T.C,T, 20.0' PUBLIC OPEN SPACE EASEMENT LOGIr C" 1;-J 011 0—g r tpq: 06 LOT 5 CITY OF WESTWORTH VILLAGE EXHIBIT "A" /7 119+00 N 7' 0 10L r SCALE IN 1FIET CIVIL RIGHT OF ENTRY 2424 EAST ROSEDALE STREET FT112129 Dater %v. OD, 2012 - 11r4042 AIA User' 02235.91er NAUNDratvIngs \Right of Entry \ 2424 E. Rosedole St.dgn PROPOSED RAMP 6 0 FWNDIHLAINdTEXAS REGE ENGVEERFIRM F -214 4 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 2424 E. Rosedole St.dgn Officer Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2454 E. Rosedale St., Fort Worth Clay Withers Addition BIk 3 Lot 3-R CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Clay Withers Addition, Blk 3 Lot 3-R also described as 2454 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: CARDELL DAVIS FRANKIE M DAVIS (Please Print) (Please Print) (Signature) (Signature) 71— y. itr/- /e 121+00 PROPOSED SIDEWALK CARDELL DAVIS 4836 NOLAN ST. FORT WORTH, IX 761 19 2454 E. ROSEDALE ST. VOLUME 12224, PAGE 2 332 D. R.T.C.T. al lIICI' FEES 4055 lnternotionol Pioze. Suite 200 Fort Worth, TX 76109.4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.core LOC— TT _p SL1 PROPOSED 30" SD LINE PROPOSED DRIVEWAY PUBLIC OPEN SPACE EASEMENT d ELDER INVESTMENTS 320 E. 3RD ST. BURKBURNETT, TX 76354 2460 E. ROSEDALE ST. C.C.F. No, D209011972 D.R.T.C.T. TOT TAP' CITY OF WESTWORTH VILLAGE EXHIBIT 11 n II CIVIL RIGHT OF ENTRY 2454 EAST ROSEDALE STREET 122+00 PROPOSED RAMP 10' 2 )' SCALE IN Fa7 — - --- FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERWG FIRM F-2144 FEN JOB NO. FT112129 DATE SCALE DESIGNED DRAFTED FILE SEPT. 2012 I AS SHOWNI MRAI SJSI FIGURE 2454 E. Rosedole St.dgn J Of lice: Fort Worth FT112129 Dote: Now. 05. 2012 - 11:41,13 AM User' 02235File: N:\If\Drowings\Right of Entry \2454 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2460 E. Rosedale St., Fort Worth Clay Withers Addition Blk 3 Lot 2-R CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Clay Withers Addition, Bik 3 Lot 2-R also described as 2460 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ELDER INVESTMENTS (Please Print) (Signature) \ iT r T' /L 121+00 PROPOSED SIDEWALK C(',RDELL DAVIS 4836 NOLAN ST. FORT WORTH, TX 76119 2454 E. ROSEDALE ST. VOLUME 12224, PAGE 2332 D.R.T.C.T. 7 NIHOLS 4055 InternotionolPlozo, Suite 200 Fort Worth, TX 76109.4895 Phone - <817) 735-7300 Fox - (817) 735-7491 Web - www.(reese.com ao Office: Fort Worth PROPOSED DRIVEWAY PROPOSED 30" SD LINE PUBLIC OPEN SPACE EASEMENT ELDER INVESTIt4E FITS 320 E. 3RD ST. BURKBURNETT, TX 76354 2460 E. ROSEDALE ST. C.C.F. No, D209011972 D,R.T.C.T. 1,0 flr LJ` CITY OF WESTWORTH VILLAGE EX IRIT "AI' CIVIL RIGHT OF ENTRY 2460 EAST ROSEDALE STREET )Or-1 -i}r I 1 0 10' 122+00 PROPOSED RAMP 2r SCALE IN FEET FREESE ANO NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2460 E. Rosedale St.dgn FT112129 Dote, N,v. 08, 2012 - 11:38:17 AM User 02235Fi1e' N:\if\Drawings\ Right of Entry\2460 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2600 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 33 Lots 11 and 12 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 33 Lots 11 and 12 also described as 2600 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the rigjht of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: NEW MT. CARMEL MISSIONARY BAPTIST CHURCH (Please Print) (Signature) -PROPOSED RAMP `-PROPOSED RAMP PROPOSED MEDIAN PROPOSED RAMP PROPOSED 4' MANHOLE 129+00 // PROPOSED 24" LATERAL PROPOSED SIDEWALK PROPOSED DRIVEWAY PROPOSED / 24" SD LINE 130+00 >'r- 0' 7, \\ %'' r'— 7/ r' '7' PROPOSED 24" LATERAL PROPOSED PROPOSED DRIVEWAY -\ DRIVEWAY PROPOSED 720' INLET /_ PROPOSED SIDEWALK - PROPOSED RAMP 1NICHOLS 4055 Internotlond Plozo, Suite 2DD Fort Worth, TX 75109-41395 Phone - (817/ 735-7300 Fox - (817) 735-7491 Web - www.freese.corn I LOT 12 I LOT 11 NEW MT. CARMEL 1.61SS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT WORTH, TX 76105 2600 E. ROSEDALE ST. VOLUME 9847, PAGE 2335 D.R T.C.T. _L LOT 10 NEW MT. CARMEL MISS. BAPTIST CHURCH 2500 E. ROSEDALE ST. FORT WORTH, TX 76105 2830 E. ROSEDALE 5T. VOLUME 9847, PAGE 2335 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF ENTRY 2600 E.Rosedale LOT 9 HEW MT. CARMEL MISS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT WORTH, TX. 76105 2626 E. ROSEDALE ST. C.C.F. I'I o. 0205319147 D.R.T.C.T_ 0 10' ; 20' 30' 6 0' SCALE IN FEET FREESE AND NICHOL5, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB N0. DATE SCALE DESIGNED DRAFTED FILE F T 112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2600 E.Rosedole.dgn 1 Office. Fort Worth FT112129 Dotes Nov. 08, 2012 - 11:57:02 AM User: 02235File N:\if\Drowings\Right of Entry \2600 E.Rosedole.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2620 E. Rosedale St., Fort Worth Polytechnic Heights Addition B1k 33 Lot 8 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 33 Lot 8 also described as 2620 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: NEW MT. CARMEL MISSIONARY BAPTIST CHURCH (Please Print) (Signature) S. T. J5 T. 335 PROPOSED 24" LATERAL PROPOSED DRIVEWAY PROPOSED MEDIAN PROPOSED PROPOSED DRIVEWAY SIDEWALK LOT 9 NEW M.T. CARMEL MISS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT WORTH, TX 76105 2626 E. ROSEDALE ST. C.C.F. NO. D205319147 D.R.T,C.T, 1 FREESE NICHOLS 4055 Inlernotionol Ploee, Suite 200 Fort Worth, TX 75109-4E195 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com 1 PROPOSED 20' INLET PROPOSED SIDEWALK 31t, 00 „ n LOT 8 t>EW L4T, CARMEL MISS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT VtIORTH, TX 76105 2620 E. ROSEDALE ST. C.C.F. No. D205319147 D.R.T.C.T. • PROPOSED PROPOSED 4'MANHOLE f24" SD LINE PROPOSED 24" LATERAL PROPOSED PROPOSED PROPOSED SIDEWALK SIDEWALK DRIVEWAY LOT 7 CITY OF WESTWORTH VILLAGE EXHI3IT "A" CIVIL RIGHT OF ENTRY 2620 E.Rosedole 132.00 NEW MT, CARMEL MISS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT WORTH, TX 76105 2622 E. ROSEDALE ST. C.C.F. No. D205319147 D.R.T,C.T. PROPOSED 15' INLET \‘\ LOT 6 N _. 0 :10' 20' 30' 60' SCALE IN FEET I I FREESE 560 NICHOLS. INC. TEXAS REGISTERED ENGIN R84G FIRM F-2144 F&N JOB N0, FT112129 DATE SEPT. 2012 AS SHOWN 1 MRA SCALE DESIGNED DRAFTED FILE SJS FIGURE 2620 E,Rosedale.dgn Office. Fort Worth FT112129 Dole. Nov. 08, 2012 - 02.06.01 PM User: 02235File+ N5\if\Drowings\Right of Entry\2620 E.Rosedole.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2622 E. Rosedale St, Fort Worth Polytechnic Heights Addition Blk 33 Lots 6 and 7 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 2 Lots 6 and 7 also described as 2622 E. Rosedale St, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: NEW MT. CARMEL MISSIONARY BAPTIST CHURCH (Please Print) (Signature) S. T. 35 335 PROPOSED 24" LATERAL PROPOSED DRIVEWAY PROPOSED MEDIAN PROPOSED PROPOSED DRIVEWAY SIDEWALK LOT 9 NEW MT, CARMEL MISS. BAPTIST CHURCH 260D E. ROSEDALE sr. FORT WORTH, 1)1 76105 2626 E. ROSEDALE ST. C.C.E. H. 0205319147 D.R.T.C.T. rnifCats 4055 Internotionol Plozo, Suite 200 Fort Worth, TX 75109-4895 Phone - 1EI17) 735-7300 Fox - (817) 735-7491 Web - www.freese.com Office: Fort Worth 1 31t00 , PROPOSED 20INLET PROPOSED SIDEWALK • • •••=• • • . . . . . . ' •• PROPOSED PROPOSED 4' MANHOLE 0/- 24" SO LINE PROPOSED SIDEWALK LOT 8 !JEW ET. CARMEL MISS. BAPTIST CHURCH 2600 E. ROSEDALE ST. FORT WORTH, TX 76105 2620 E. ROSEDALE ST. C.C.R. No, 0205319147 D.R.T.C.T, • PROPOSED 24" LATERAL PROPOSED PROPOSED SIDEWALK DRIVEWAY LOT 7 132.00 NEW MT, CARMEL MISS, BAPTIST CHURCH 2600 E, ROSEDALE ST, FORT WORTH, TX 76105 2622 E. ROSEDALE ST, C.C.F. 1o. 0205319147 D.R.T,C.T. rVIS OC'' 101.f cJ •-,'Cl411 -r•DIT (1,11) r°L r P CITY OF WESTWORTH VILLAGE IXHHIT "A" CIVIL RIGHT OF ENTRY 2622 E.Rosedale FT112129 Dote, Nov. OS, 2012 - 0157258 611 User, 022359e, Nt \ it \ Drawings \Right ot Entr62i-E.itOSedols.dgn LOT 6 0i10' 20' 30' SCALE IN FEET PROPOSED 15' INLET FREESE AND NICHOLS, INC. TEXAS REG/STEREO ENCINEERNG FIRM F-2144 F&N JOB NO. FT112129 DATE SCALE OESIGF4ED DRAFTED RILE SEPT. 20121 AS SHOWN I MRA SJS FIGURE 2622 E.Rosedole.dqn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2701 E. Rosedale St., Fort Worth Boaz & Dillow Addition BIk.10 Lot 20R CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 10 Lot 20R also described as 2701 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: SHAHNAZ B. CHOWDHURY (Please Print) (Signature) , 2013. /-PROPOSED RAMP 136+00 r-7?NICHOLS 4055 International Piozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com PROPOSED DRIVEWAY LOT 20R CHOWDHURY, SHAHNAZ B 2700 E. ROSEDALE ST. FORT WORTH TX, 76105 2701 E. ROSEDALE ST. C.C.F. No. D206396077 P.R,T.C.T. y _L- PROPOSED SIDEWALK CITY OF WESTWORTH VILLAGE EXHIBIT II n 11 CIVIL RIGHT OF ENTRY 2701 EAST ROSEDALE STREET 137+00 FREESE ANO NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRIA F-2144 F&N JDB DATE SCALE DESIGNED DRAFTED FILE NO. FT112129 SEPT. 2012 I AS SHOWN' MRAI SJS I FIGURE 2701 E. Rosedale St.dgn Of Reef Fort Worth FT112129 Dole: N►o, 06. 2012 - 11,44 58 AM User 02235N'ila N.\if\Orowings\Right of Entry \2701 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2707 E. Rosedale St., Fort Worth Boaz & Dillow Addition BIk 10 Lot 19R CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 10 Lot 19R also described as 2707 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: CLAUDIA CARUTHERS (Please Print) (Signature) 137►-00 1 NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.com LOT 19 R CARUTHERS, CLAUDIA 3701 AVENUE G FORT WORTH, TX 76105 2707 E. ROSEDALE ST. VOLUME 388, PAGE 145 P.R.T.C.T. PROPOSED DRIVEWAY 0 10' 20' SCALE IN FEET LOT 18 PROPOSED SIDEWALK +rLA ' 1,1, . D ' L,—D D • CITY OF WESTWORTH VILLAGE EXI-IBIT "A" CIVIL RIGHT OF ENTRY 2707 EAST ROSEDALE STREET CITY OF 1000 THRO FORT \' 0R- 2709 E. F C.C.F. No. D.R dr n 138 00 PROPOSED 24" LATERAL FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2707 E. Rosedale St.dgn Office: Fort Worth FT112129 Dole: Nov. 06, 2012 - 11:46:45 AM User: 02235File: N:\If\Drawings\Right of Entry\2707 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2726 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 32 Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 32 Lot 5 also described as 2726 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ALEJANDRO CHAVEZ (Please Print) (Signature) 10 L PROPOSED SIDEWALK LOT 6 LOUIS RUIZ 114 ARTHIJR DR. KENNEDALE, TX 76060 2722 E. ROSEDALE ST. VOLUME 14821, PAGE 14 D.R.T,C.T, a, FREESE 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com 139+00 PROPOSED 15' INLET PROPOSED DRIVEWAY PROPOSED 24" LATERAL LOT 5 ALEJANDRA CHAVEZ 2726 E. ROSEDALE ST. FORT WORTH, TX 76105 2726 E. ROSEDALE ST. VOLUME 14245, PAGE 5.30 D.R.T,C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF ENTRY 2726 EAST ROSEDALE STREET L 8 LOT 4 NOEL ETUX MARIA DEL ROJERO 2805 AVENUE G FORT WORTH, TX 76105 2730 E. ROSEDALE ST. C.C.F. No. D208344715 D.R.T.C.T. 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2726 E. Rosedale St,dgn Office: Fort Worth FT112129 Dotes Nov. 06, 2012 - 11:51:45 AM User: 02235Fi1e: N:\if\Drawings\Right of Entry \2726 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2730 E. Rosedale St., Fort Worth Polytechnic Heights Addition Bik 32 Lot 4 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 32 Lot 4 also described as 2730 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: NOEL DEL ROJERO MARIA DEL ROJERO (Please Print) (Please Print) (Signature) (Signature) 139+00 —L_ PROPOSED 15' INLET LOT ALEJAIJDRA CHAVEZ 2726 E. ROSEDALE ST. FORT WORTH, TX 76105 2726 E. ROSEDALE ST. VOLUME 14245, PAGE 5.30 D.R.T.C.T. 0 10' 20' SCALE IN FEET a 22Fli[JCHOLS 4055 InlernotionolPlozo, Suite 200 Fort Worth, TX 76109.4895 Phone - t817) 735-7300 Foe - f817) 735-7491 Web - www.freese.Com ,y. PROPOSED 24" LATERAL PROPOSED SIDEWALK LOT 4 NOEL ETUX MARAA DEL ROJERO 2805 AVENUE G FORT WORTH, TX 76105 2730 E. ROSEDALE ST. C.C.F, No. D208344715 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" PROPOSED 24" S0 LINE CIVIL RIGHT OF ENTRY 2730 EAST ROSEDALE STREET 1<52,20 AM User, 02235Eile: \il\Drowings\Right of Entry\2730 E. Rosedole-St.dgn DATE SCALE DESIGNED DRAFTED FILE 140+00 PROPOSED DRIVEWAY LOT 3 PROPOSED 24" LATERAL PROPOSED 15' INLET i4. FREESE AND NICHOLS, 6NC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 SEPT. 20121 AS SHOWN' MRA SJS FIGURE Of flee: Fort Worth FT112129 Dotes Nov. 06, 2012 2730 E. Rosedale St.dtan Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2738 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 32 Lots 1, 2, and 3 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 32 Lots 1, 2, and 3 also described as 2738 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: INTERNATIONAL HOUSE OF PRAYER (Please Print) (Signature) i PROPOSED 24" SD LINE 140+00 141+00 PROPOSED 24" LATERAL r- PROPOSED DRIVEWAY PROPOSED PROPOSED PROPOSED ) 15' INLET PROPOSED RAMP DRIVEWAY J DRIVEWAY it PROPOSED SIDEWALK LOT 3 i SCALE IN FEET •I NICHOLS 4055 Internolionol Plazo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.(reese.com 1 LOT 2 INTERATIOVAL HOUSE OF PRAYER 2738 E. ROSEDALE ST. FORT WORTH, TX 76105 2746 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" 1 CIVIL RIGHT OF ENTRY 2738 EAST ROSEDALE STREET PROPOSED SIDEWALK LOT 1 PROPOSED RAMP FREESE AND NICHOLS INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB 1,40. FT112129 DATE SEPT. 2012 AS SHOWNI MR/1 SJJ SCALE DESIGNED DRAFTED FILE FIGURE 2738 E. Rosedale St.dgn % Of oaf Fort Worth FT112129 Dote: 1► o, 08, 2012 - 02:41:12 PM User: 02235FI1e' N:\If\Drawings\Right of Entry \2738 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2741 E. Rosedale St., Fort Worth Boaz & Dillow Addition Blk 10 Lots 12 and 13 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 10 Lots 12 and 13 also described as 2741 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: CHARLES THOMAS, JR. (Please Print) (Signature) N ST 76119 1LE ST, 288623 GREAT LANDS OF TEXAS PO BOX 161961 FORT WORTH, TX 761 61 1310 MCKENZIE ST. VOLUME 12535, PAGE 1714 D.R.T.C.T.. LOT 1 3 PROPOSED SIDEWALK y_/r/i 5 o n a Y �l �l X C I DEED LINE CHARLES THOIviAS JR 4016 E ROSEDALE ST. FORT WORTH, TX 76105 2741 E. ROSEDALE ST. VOLUME 7434, PAGE 67 D.R.T,C.T. 1 FREESE 4055 Inlernolionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735.7491 Web - www.freose.com PROPOSED DRIVEWAY PROPOSED 24" LATERAL LOT 12 PROPOSED 24" SD LINE 141+ 00 CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF ENTRY 2471 EAST ROSEDALE STREET PROPOSED 20' INLET PROPOSED RAMP PROPOSED 24" SD LINE PROPOSED 7'MANHOLE k I 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 FEN JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 I SEPT. 2012 AS SHOWN MRA I SJSI 1 FIGURE 2741 E. Rosedale St.dgn Office, Fort Worth FT112129 Dote: Nov. 06, 2012 - 11,54f53 AM Users 02235F1e; \If\Drawings\Right of Entry\2741 E. Rosedo!e SLdgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2800 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 31 Lot 11 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 31 Lot 11 also described as 2800 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Ripjlit of Entry. EXECUTED this the of , 2013. GRANTOR: DELIA HEREDIA (Please Print) (Signature) i \-PROPOSED 24" SD LINE PROPOSED 24" LATERAL '1NICHOLS 4055 Inlernolianol Plaza, Suite 200 For) Worth, TX 76109-4095 Phone - (517) 735-7300 Fax - 0017) 735-7491 Web - www.freese.com PROPOSED 7'MANHOLE fPROPOSED 54" SD LINE PROPOSED 24" LATERAL PROPOSED RAMP • 1111111.° r PROPOSED 7' MANHOLE 142+00 _ L PROPOSED 15' INLET LOT 11 DELIA HEREDIA 2800 E. ROSEDALE ST. FORT WORTH, TX 76105 2800 E. ROSEDALE ST. VOLUME 12044, PAGE 1243 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" PROPOSED 42" SD LINE i tb CIVIL RIGHT OF ENTRY 2800 EAST ROSEDALE STREET FT112129 Dale, Nov. 06, 2012 - 1Y55,21 AM User: 0223W 0e: N:\if\Drawings\Right of Entry \2600 E. Rosedale Sl.dgn PROPOSED DRIVEWAY PROPOSED SIDEWALK LOT 10 DELIA HEREDIA 2800 E. ROSEDALE ST. FORT WORTH, T'( 76105 2804 E. ROSEDALE ST. VOLUME12223, PAGE 2134 D.R.T.C.T. 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F•2144 F&N JOB N0. FT112129 SEPT. 2012 1 AS SHOWNI MRA SJS I DATE SCALE DESIGNED DRAFTED FILE 2800 E. Rosedale FIGURE St.dqn Of fleet Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2804 E. Rosedale St., Fort Worth Polytechnic Heights Addition B1k 31 Lot 10 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary rihrt of entry onto property described as Polytechnic Heights Addition, Blk 31 Lot 10 also described as 2804 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: DELIA HEREDIA (Please Print) (Signature) 15 142+00 IrPROPOSED PROPOSED 24" LATERAL 15' INLET LOT 11 DELIA HEREDIA 2800 E. ROSEDALE ST, FORT WORTH, TX 76105 2 00 E. ROSEDALE ST, VOLUME 12044, PAGE 1243 D.R.T.C.T. I 0 10' 20' SCALE IN FEET FREESE INICHOLS 4055 Internolionol Plozo, Suite 200 Fort Worth, TX 76109-4995 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.conr PROPOSED 42" SD LINE 7u PROPOSED SIDEWALK LOT 10 DELIA HEREDIA 2800 E. ROSEDALE ST. FORT WORTH, TX 76105 2804 E. ROSEDALE ST, VOLUME 12223, PAGE 2134 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHI3IT "A" CIVIL RIGHT OF ENTRY 2804 EAST ROSEDALE STREET Office Fort Worth FT112129 Oate: Nov. 06, 2012 - 1L56:45 AM User 02235F)e: N:\if\Orowings\Right of Entry \2604 E. Rosedale SLdgn DATE SCALE DESIGNED DRAFTED FILE �I PROPOSED PROPOSED 6' MANHOLE 36" SD LINE 143+00 PROPOSED DRIVEWAY LOT 9 DELIA HEREDIA 2800 E. ROSEDALE ST. FORT WORTH, TX 76105 2808 E. ROSEDALE ST. VOLUME 16562, PAGE 258 D.R.T.C.T. FREESE AND NICHOLS. TEXAS REC(S EREO ENGS4EERIYGI F6M F-2144 F&N JOB NO. F7112129) SEPT. 2012I+ AS SHOWNI MRA SJS 1 FIGURE 2804 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2805 E. Rosedale St., Fort Worth Boaz & Dillow Addition Blk 9 Lots 21 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 9 Lots 21 also described as 2805 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: MARION H. STEPTOE (Please Print) (Signature) Ib r 22 SMITH 161961 TX 76161 )SEDALE ST. 34, PAGE 290 i.C.T. PROPOSED RETAINING WALL PROPOSED 42" SD LINE )0 r� NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (B17) 735-7491 Web - www.treese.com LOT 21 MARION H. STEPTOE 3625 MOUNTCASTLE DR. FORT WORTH, TX 76119 2805 E. ROSEDALE ST. VOLUME 7862, PAGE 845 D.R.T.C.T. PROPOSED SIDEWALK L PROPOSED DRIVEWAY LOT 20 MARION H. STEPTOE 3625 MOUNTCASTLE DR. FORT WORTH, TX 76119 2805 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. 1 PROPOSED 6' MANHOLE 143+00 CITY OF WESTWORTH VILLAGE EXHI.HIT IIA" CIVIL RIGHT OF WAY 2805 EAST ROSEDALE STREET Office: Fort Worth FT112129 Dote: Nov. 06, 2012 - 11:57:19 55 User 02235Ffle: N=\if\Drawings \Right of Entry\2805 E. Rosedale St.5 n OSED LET LC PROPOSED 36" SD LINE 0 I 10' C' • 5 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 DATE SCALE DESIGNED DRAFTED FILE SEPT. 2012 AS SHOWN MRA 5J5 FIGURE 2805 E. Rosedale St.dgn / 1 Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2808 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 31 Lot 9 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 31 Lot 9 also described as 2808 E. Rosedale St, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: DELIA HEREDIA (Please Print) (Signature) 17 i 143+00 PROPOSED DRIVEWAY PROPOSED SIDEWALK LOT 10 DELIA HEREDIA 2800 E. ROSEDALE ST. FORT WORTH, TX 76105 2804 E. ROSEDALE ST. VOLUME 12223, PAGE 21341- D.R.T.C.T. 7 FREESE NICHOLS 4055 InlernotionolPlazo, Suite 200 Fort Worth, TX 76109-4895 Phone - 1817) 735-7300 Fox - 1817) 735-7491 Web - www.freese.com LOT 9 DELIA HEREDIA 2800 E, ROSEDALE ST. FORT WORTH, TX 76105 2808 E. ROSEDALE ST. VOLUME 16562, PAGE 258 D.R.T.C.T. 1 CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 2808 EAST ROSEDALE STREET FT112129 Dote' Nov. 06,2012 - 1D57+56 AM User 02235File' lit \if\Drawings \Right of Entry \2808 E. Rosodde Sl.dgn r6 LOT 8 DELIA HEREDIA 2800 E. RO SEDALE ST. FORT WORTH, TX 76105 28-10 E. ROSEDALE ST. VOLUME 16562, PAGE 258 D.R.T.C.T. 0 10 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2808 E. Rosedale St.dgn Office' Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2810 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 31 Lot 8 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 31 Lot 8 also described as 2810 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: DELIA HEREDIA. (Please Print) (Signature) 11w !.••/?!. . !. 0 PROPOSED DRIVEWAY LOT 8 DELIA HEREDIA 2800 E. ROSEDALE ST, FORT WORTH, TX 76105 2810 E. ROSEDALE ST, VOLUME 16562, PAGE 258 D.R.T.C.T. 10' 20' SCALE iN iEET • FREESE NICHOLS 4055 Internotionol Pio., Suite 200 Fort Worth, TX 76109-4895 Phone - (8)7) 735-7300 Fox - (817) 735-7491 Web - www.freese.com 14470 ;.‘ PROPOSED SIDEWALK PROPOSED 2 4" LATERAL PAULETTE Y. CROSSLEY 3050 BUTTON BALL NEW BRAUNFELS, TX 78130 2824 E. ROSEDALE ST. C.C.F. No. D208364632 D.R C.T. CITY OF WESTWORTH VILLAGE EX IBIT "A" CIVIL RIGHT OF WAY 2810 EAST ROSEDALE STREET DEED LINE PROPOSED 15' INLET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERAIG FIRM F-2144 F&N JOB NO. FT112129 DATE SCALE DESIGNED MRA SEPT. 2012 AS SHOWN Office, Fort Worth FT112129 Dote, fAv. 09, 2012 - 04,07,05 PM User, 02235Ene, N, \if\Drowings \ Right of Entry \ 2810 E. Rosedole S).dgn DRAFTED FILE SJS FIGURE 2810 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2809 E. Rosedale St., Fort Worth Boaz & Dillow Addition Blk 9 Lots 20 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 9 Lots 20 also described as 2809 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: MARION H. STEPTOE _ (Please Print) (Signature) IF 61 T. LOT 21 mARION H. STEPTOE 3625 MOUNTCASTLE DR, FORT WORTH, TX 76119 2805 E. ROSEDALE ST. 290 VOLUME 7862, PAGE 845 D.R.T.C.T. PROPOSED RETAINING WALL PROPOSED 42" SO LINE 1 NICHOLS 4055 In(ernot)onol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.co,o PROPOSED SIDEWALK _L PROPOSED DRIVEWAY LOT 20 MARION H. STEPTOE 3625 I'4OUNTCASTLE DR. FORT WORTH, TX 76119 2809 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. PROPOSED SIDEWALK —\ PROPOSED 6' MANHOLE 143+00 J CITY OF WESTWORTH VILLAGE EXI-IBIT "A" OSED LET CIVIL RIGHT OF WAY 2809 EAST ROSEDALE STREET PROPOSED 36" SD LINE D • 0 LOT 19 I 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 2809 E. Rosedale St.dgn Office: Fort Worth FT112129 Dote: 9 r. 08, 2012 - 02:52:34 PM User, 02235File: NNf\Drowings\Right of Entry \2809 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2813 E. Rosedale St., Fort Worth Boaz & Dillow Addition Blk 9 Lots 16,17,18, and 19 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 9 Lots 16,17,18, and 19 also described as 2813 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: TEENY TINY TODDLERS. LLC (Please Print) (Signature) , 2013. 11 •o 0114 LOT 19 PROPOSED DRIVEWAY `PROPOSED 36" SD LINE NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Foe - (817) 735-7491 Web - www.)reese.com LOT 18 PROPOSED SIDEWALK 144+ TEENIE Tlbrf TODDLERS, LLC 3246 PAMPLONA GRAND PRAIRIE, TX 75054 2813 E. ROSEDALE ST. C.C.F. NO. D208102269 D.R.T.C.T. LOT 17 PROPOSED DRIVEWAY L PROPOSED 24" LATERAL CITY OF WESTWORTH VILLAGE EXHI3IT "A" CIVIL RIGHT OF WAY 2813 EAST ROSEDALE STREET FT112129 Dole: Nov. 08, 2012 - 03:13:07 PIA User- 02235 11e: N:\if\Drawings\Right of Entry \2813 E. Rosedale St.dgn LOT 16 PROPOSED SIDEWALK PROPOSED DRIVEWAY PROPOSED PROPOSED 24" LATERAL 20' INLET 145+00 N 0 10' 20' 30' 60' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIR)A F-2144 FEN JOB NO, DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWNI MRAI SJd FIGURE 2813 E. Rosedale St.dqn J Office: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 2837 E. Rosedale St., Fort Worth Boaz & Dillow Addition Blk 9 Lots 12 and 13 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Boaz & Dillow Addition, Blk 9 Lots 12 and 13 also described as 2837 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ELIZABETH MUNOZ (Please Print) (Signature) 4 FREESE NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com CITY OF FORT WORTH 908 MONROE ST., STE. 500 FORT WORTH, TX 76102 1,312 THRALL 5T. C.C.F. No. 0209009668 D.R.T.C.T. JOSE M. MUNOZ ETUX ELIZABETH 4404 MEADOWBROOK DR. FORT WORTH, TX 76103 2837 E. ROSEDALE ST. VOLUME 15290, PAGE 130 D.R.T.C.T. LOT 13 PROPOSED DRIVEWAY PROPOSED 36" SD LINE DEED LINE LOT 12 • A. PROPOSED SIDEWALK PROPOSED 20' INLET PROPOSED RAMP PROPOSED 24" LATERAL PROPOSED DRIVEWAY PROPOSED \-PROPOSED 5' MANHOLE 36" SD LINE 147+00�-- CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 2837 EAST ROSEDALE STREET 0 10' 20' SCALE IN FEET , FREESE ANO NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 DATE SCALE DESIGNED DRAFTED FILE SEPT. 2012 I AS SHOWN! MRAI SJS I FIGURE 2837 E. Rosedale St.dgn Offices Fort Wortn FT112129 Dote: 11►, 06, 2012 - 01 04 22 PM User, 02235File' NAIf\Drawings\Right of Entry \2837 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3304 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 26 Lot 7 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 26 Lot 7 also described as 3304 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Riglht of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: CHRISTINE CASSIDY (Please Print) (Signature) 2v PROPOSED 24" LATERAL �_ PROPOSED 5'MANHOLE PROPOSED 10' INLET 1 PROPOSED 24" LATERAL LOT JO ANN PORTERFIELD TURNER 3300 E. ROSEDALE ST. FORT WORTH, TX 76105 3300 E. ROSEDALE ST. VOLUME 11475, PAGE 1201 D.R.T.C.T. r� NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com 165+00 „r PROPOSED SIDEWALK LOT 7 CHRISTINE CASSIDY 3304 E. ROSEDALE ST. FORT WORTH, TX 76105 .3304 E. ROSEDALE SJ. VOLUME 9388, PAGE 2303 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXH BIT "A" CIVIL RIGHT OF WAY 3304 EAST ROSEDALE STREET PROPOSED 24" SD LINE PROPOSED DRIVEWAY ri 7 LOT 6 LOUIS RUIZ 2312 VAUGHN BLVD. FORT WORTH, TX 76105 3308 E. ROSEDALE ST. C.C.F. No. D210045522 D.R.T.C.T. 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3304 E. Rosedole St.dgn (Mite, For Worth FT112129 Dole, be, 06, 2012 - 01,10,52 PM User, 02235F(le' N,\if\Drawings \Right of Entry \3304 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3308 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 26 Lot 6 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 26 Lot 6 also described as 3308 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: LHF PROPERTIES L1 (Please Print) (Signature) PROPOSED 24" SD LINE 165.1-00 LOT CHRISTINE CASSIDY 3304 E. ROSEDALE ST. FORT WORTH, TX 76105 3304 E. ROSEDALE ST. VOLUME 9388, PAGE 2303 D.R.T.C.T. 0 10' 20' SCALE IN FEET a7 NICHOLS 4055 InternotionoiPlozo, Suite 200 Fort Worth, TX 76109-4895 Phone - t817) 735-7300 Fox - t817) 735-7491 Web - www.freese.corn PROPOSED DRIVEWAY PROPOSED SIDEWALK LOT 6 LOUIS RUIZ 2312 VAUGHN BLVD. FORT WORTH, TX 76105 3308 E, ROSEDALE ST. C.C.F. No. D210045522 D.R.T.C.T, CITY OF WESTWORTH VILLAGE EXHIBIT 11 n II 166+00 LOT 5 DAVID JR. & H ELLISON SPRIGGS 3312 E. ROSEDALE ST. FORT WORTH, TX 76105 CIVIL RIGHT OF WAY 3308 EAST ROSEDALE STREET 3312 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIR F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 330E E. Rosedale St.dgn Office, Fort Worth FT112129 Dote, N.V. 06, 2012 - 0611,20 PM User= 022359le' tin \If\Drowings\Right of Entry\3308 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3312 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 26 Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 26 Lot 5 also described as 3312 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of . 2013. GRANTOR: DAVID SPRIGGS, JR. (Please Print) H. ELLISON SPRIGGS (Please Print) (Signature) (Signature) c2a PROPOSED 24" SD LINE • . b LOT 6 LOUIS RUIZ 2312 VAUGHN BLVD. FORT WORTH, TX 76105 3308 E. ROSEDALE ST. C.C.F. No. D210045522 D.R.T.C.T, o 10' 20' SCAN FF'f r--� �NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com PROPOSED SIDEWALK PROPOSED DRIVEWAY LOT 5 DAVID JR, & H ELLISON SPRIGGS 3312 E. ROSEDALE ST. FORT WORTH, TX 76105 3312 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. TAiOCIC Ch1\1'1°1� 20l�' P� .3 109 CITY OF WESTWORTH VILLAGE EX-IBIT "A" CIVIL RIGHT OF WAY 3312 EAST ROSEDALE STREET Of11ce� Fort Worth FT112129 Dole: Nov. 06, 2012 - 01:11:47 PM User: 02235File: \if\Orowinge\Right of Entry \3312 E. Rosedale St.dgn _ LOT 4 RUBEN ETUX TAURINA RUIZ 3320 E. ROSEDALE ST, FORT WORTH, TX 76105 3320 E. ROSEDALE ST, VOLUME 11764, PAGE 2369 D.R.T.C.T. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE FT112129 SEPT. 2012 AS SHOWN DESIGNED MRA 1 DRAFTED SJS FIGURE FILE 3312 E. Rosedale St.dgn / Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3320 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 26 Lot 4 CITY OF FORT WO12TH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 26 Lot 4 also described as 3320 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above describedright of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: RUBEN RUTZ (Please Print) TAURINA RUIZ (Please Print) (Signature) (Signature) 93 `PROPOSED 24" SD LINE to 166-4-00 D• • A PROPOSED DRIVEWAY LOT 5 DAVID JR. & H ELLISON SPRIGGS 3312 E. ROSEDALE ST. FORT WORTH, TX 76105 3312 E. ROSEDALE VOLUME XXXX, PAGE XXXX D.R.T.C.T. FREESE NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.cam PROPOSED SIDEWALK LOT 4 RUBEN ETUX TAURINA RUIZ 3320 E. ROSEDALE ST. FORT WORTH, TX 76105 3320 E. ROSEDALE ST. VOLUME 11764, PAGE 2369 D.R.T.C.T. CITY OF WESTWORTH VILLAGE _X BIT "A" CIVIL RIGHT OF WAY 3320 EAST ROSEDALE STREET FT112129 Dote, Nov. 06, 2012 - 01:12,32 PM User: 02235'4, N:\if\Drawings\Right of Entry \3320 E. Rosedale St.dgn 16/4.00 PROPOSED 24" LATERAL PROPOSED 15' INLET T LOT 3 CLARICIA RUIZ 3320 E. ROSEDALE ST. FORT WORTH, TX 76105 3324 E. ROSEDALE ST. C.C.F. No. D210083651 D.R.T.C.T. 0 I 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB N0. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWNI MRA SJSI FIGURE 3320 E. Rosedale Sl.dgn Of lice, Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3325 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 17 Lot 15 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY TIF,SE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 17 Lot 15 also described as 3325 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: KEVIN KEITH WILSON (Please Print) (Signature) ,2y w J d w 30 G LOT 14 FERNAI\IDO NAJERA ETUX BEAT RICE NAJERA 3321 E. ROSEDALE ST. FORT WORTH, TX, 76105 3321 E. ROSEDALE ST. C.C.F. No. D2061.32119 D.R.T.C.T, 16 7+00 Ili NN CHOLS 4055 Internotlonol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - 1817) 735-7300 Fox - 0117) 735-7491 Web - www.freese.corn LOT 15 I<EVIN KEITH WILSON 3325 E, ROSEDALE ST. FORT WORTH, TX 76105 3325 E, ROSEDALE ST, C.C.F. No. D207253156 D.R.T.C.T, PROPOSED DRIVEWAY PROPOSED 24" SD LINE 0 10' 20' SCALE IN FEET LOT 16 TEXAS WESLEYAN UNIVERSITY 1201 WESLEYAN ST. FORT WORTH, TX 76105 3327 E. ROSEDALE ST. VOLUME 13019, PAGE 534 D.R.T.C.T. PROPOSED _ SIDEWALK 0 PROPOSED 10' INLET PROPOSED 24" LATERAL PROPOSED 24" LATERAL CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3325 EAST ROSEDALE STREET 1 PROPOSED 24" LATERAL PROPOSED RAMP PROPOSED 5' MANHOLE PROPOSED 30" SD LINE FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FRIA F-2144 F&N JOB N0. FT112129 SEPT. 20121 AS SHOWNI MRAI SJSI FIGURE 3325 E. Rosedole St.dgn DATE SCALE DESIGNED DRAFTED FILE 1 Of fleet Fort Worth FT112129 Date: Nov. 06, 2012 - 01.13:53 PM User: 02235RIe: N:\lf\Drowings\Right of Entry \3325 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3400 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 25 Lots 7, 8 and 9 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 25 Lots 7, 8 and 9 also described as 3400 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: HAIFA ENTERPRISE (Please Print) (Signature) 169+00 PROPOSED RAMP PROPOSED SIDEWALK PROPOSED DRIVEWAY PROPOSED RAMP PROPOSED 10' INLET LOT 9 LOT 10 ELVIS E. & TEPESA MORRIS VOLUME 9267, PAGE 2356 D.F'..T.C.T. r--� NICHOLS 4055 Inlernalionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 RIGHT OF WAY Web - www.freese.eom 3400 EAST ROSEDALE STREET PROPOSED SIDEWALK LOT 8 HAIFA ENTERPRISE 3400 E. ROSEDALE ST. FORT WORTH, TX 76105 3400 E. ROSEDALE ST. VOLUME 14130, PAGE 4 D.R.T.C.T. LOT 11 170+00 PROPOSED DRIVEW.• Y LOT 7 LOT 12 - - --- PROPOSED SIDEWALK LOT 6 ARMAI IDO I IERNANDEZ 2000 WATSON ST. FORT WORTH, TX 76103 MARY 341 FOR- 3412 E. ROSEDALE ST. 341 C.C.F. No. 0210041823 D.R.T.C.T. LOT 1 3 I VOLD i N � I I 01 10' 20' 30' 16 0' SCALE IN FEET; CITY OF WESTWORTH VILLAGE EX-IBIT "A" CIVIL FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 FEN JOB NO. DATE SCALE DESIGNED DRAFTED FILE 3400 E. Rosedale St.dgn FT 112129 I SEPT. 2012 AS SHOWN NARAI SUSI 1 FIGURE Of floe: Fork Worth FT112129 Date, 1 ov. 09. 2012 - 08.28.57 AM Userk 02235`Ilek Nk\if\Drawings\Right of Entry\3400 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3418 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 25 Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 25 Lot 5 also described as 3418 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: LUDIVINA MARTINEZ ARGELIA MARTINEZ (Please Print) (Please Print) (Signature) (Signature) o � L LOT ARMANDO HERNANDEZ 2000 WATSON ST. FORT WORTH, TX 76103 3412 E. ROSEDALE ST. C.C.F. No. D210041823 D.R.T.C.T. FREESE 1 NICHOLS 4055 Inlernolional Plaza, Suite 200 Fort Worth, TX 76109-4595 Phone - (817) 735.7300 Fox - 017) 735-7491 Web - www,lreese.com 171+00 PROPOSED SIDEWALK PROPOSED DRIVEWAY LOT 5 MARY FRANCES CRAWFORD 3418 E. ROSEDALE ST. FORT WORTH, TX 76105 3416 E. ROSEDALE ST. VOLUME 6727, PAGE 212 D.R.T.C-T. CITY OF WESTWORTH VILLAGE EX-IBIT "A" CIVIL RIGHT OF WAY 3418 EAST ROSEDALE STREET -f LOT 4 JESSIE DALE LEDINGHAM 7882 PARKMOUNT CT. FORT WORTH, TX 76137 3424 E. ROSEDALE ST. VOLUME 9605, PAGE 998 D.R.T.C.T. I 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 I SEPT. 2012 AS SHOWN MRA SJS I FIGURE 3418 E. Rosedale St,dgn 1 011ieet Fort Worth FT112129 Dote, 1 ov. 06, 2012 - 0116,25 PM User, 02235Fib0 N,\II\Orawings\Right of Entry \3415 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3419 E. Rosedale St, Fort Worth Polytechnic Heights Addition Bik 18 Lot 14 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 18 Lot 14 also described as 3419 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ETHEL FRANKLIN (Please Print) (Signature) 0 56 0 10' 20' SCALE IN FEET LOT 1 3 CTOR RIJIZ :ADOWBROOK DR. 3RTH, TX 766112 . ROSEDALE ST. Jo. D210015015 D.R.T.C.T, PROPOSED SIDEWALK '$R NICHOLS 4055 Internotionol Plozo, Suite 200 Fort Worth, TX 76109-41395 Phone - 16171 735-7300 Fax - (617) 735-7491 Web - www.freese.corn LOT 1 4 ETHEL FRANKLIN 3419 E. ROSEDALE ST, FORT WORTH, TX 76105 3419 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. PROPOSED DRIVEWAY 171+00 CITY OF WESTWORTH VILLAGE EXH BIT "A" CIVIL RIGHT OF WAY 3419 EAST ROSEDALE STREET LOT 15 JOSE RUBEN RIVERA LOPEZ 9850 19TH ST. APT, 37 RANCHO CUCAMONGA, CA 91737 3'121 E. ROSEDALE ST. C.C.F. No. D206287028 D.R.T.C.T. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FRIA F-2144 F&IJ JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 3419 E. Rosedale St.dgn Of flee: Fart Worth FT112129 Dole: ov. 06, 2012 - 01.16:49 PIA User: 022359Ie: RAH of Entry \3419 E. Rosedale S1.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3430 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 25 Lot 1 and 2 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Bik 25 Lot 1 and 2 also described as 3430 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ENRIQUE ARELLANO (Please Print) (Signature) 028 '2+00 LOT 3 )ADO HERNANDEZ 00 WATSON ST. WORTH, TX 76103 E. ROSEDALE ST. No. D209177407 D.R.T.C.T. 2NICHOLS 4055 Internot)onolPloeo, Suite 2DD Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.com 171 PROPOSED RETAINING WALL PROPOSED DRIVEWAY LOT 2 173+00 PROPOSED 15' INLET ENRIQUE ARELLANO 3430 E. ROSEDALE ST. FORT NORTH, TX 76105 3430 E. ROSEDALE ST. VOLUME 11627, PAGE 125 D-R.T.C.T. CITY OF WESTWORTH VILLAGE EX -HIT "A" CIVIL RIGHT OF WAY 3430 EAST ROSEDALE STREET PROPOSED SIDEWALK LOT 1 PROPOSED 24" LATERAL I 0 10' 20' SCALE IN FEET PROPOSED RAMP h.. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 3430 E. Rosedale St.dgn Office: Fort Worth FT112129 Date: bv. 06, 2012 - 0109:48 PM User: 02235`11e: N:V(\Drawings \Wight of Entry \3430 E. Rosedole 5t,dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3431 E. Rosedale St., Fort Worth Polytechnic Heights Addition Blk 18 Lot 17 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Polytechnic Heights Addition, Blk 18 Lot 17 also described as 3431 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ADELINA SALCEDO (Please Print) (Signature) (21 ( 0LLL LOT 1 6 WALTER EVANS 4701 S. RIVERSIDE DR. FORT 1NORTH, TX 76119 3425 E. ROSEDALE ST, VOLUME 9029, PAGE 1451 D.R.T.C.T, 172+00 FREESE $'NICHOLS 4055 Internotionol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - t817J 735-7300 Fox - 1817) 735.7491 Web - www.lreese.com PROPOSED SIDEWALK • LOT 17 ADELINA SALCEDO 3505 AVENUE L FORT WORTH, TX 76105 3431 E. ROSEDALE ST. C.C.F. No. D204253238 D.R.T.C.T. PROPOSED DRIVEWAY CITY OF WESTWORTH VILLAGE EXHI3IT "A" CIVIL RIGHT OF WAY 3431 EAST ROSEDALE STREET FT112129 Doter Ifov, 06, 2012 - 01r20r12 PM User, 02235Filer Nr\if\0rowings\Right of Entry\3431 E. Rosedole St.dgn 10' 20' SCALE IN FEET T LOT 18 XA,/IER RODRIGUEZ 3500 AVENUE H FORT WORTH, TX 76105 3435 E. ROSEDALE ST. VOLUME 16838, PAGE 223 D.R.T.C,T, PROPOSED 10' INLET PROPOSED 24" LATERAL 173+00 PROPOSED RAMP PROPOSED 24" LATERAL FREESE AND NICHOLS INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT 112120 DATE SEPT, 2012 AS SHOWN I MRAI SJS I SCALE DESIGNED DRAFTED FILE 1 FIGURE 3431 E. Rosedale St.dgn Officer Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3500 E. Rosedale St., Fort Worth A.S. Hall Addition Bik 11 Lot 11 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 11 also described as 3500 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: XAV I PR RODRIGUEZ (Please Print) (Signature) PROP( ISE 24" L 4TE12A PROPOSED 48" SD LIIJE r- PROPOS 6' MANHOLE �I1 NICHOLS 4055 Inlernotionol Ploze, Suite 200 Fort Worth, TX 75109.4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.(reese.con, PROPOSED 6' MANHOLE 174+00 PROPOSED 48" SD LINE PROPOSED k111.:z1.1. • i �►_c_l v a�►� — -_—__ PROPOSED RAMP PROPOSED SIDEWALK LOT 11 XAVIER RODRIGUEZ 3500 AVENUE H FORT VJ0RTH, TX 76105 3500 E. ROSEDALE ST. VOLUME 14423, PAGE 89 D.R.T.C.T, CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3500 EAST ROSEDALE STREET PROPOSED 24" LATERAL PROPOSED 6' MANHOLE —\\4, \ \ PROPOSED 24" LATERAL • 10' INLET PROPOSED J PROPOSED RETAINING WALL DRIVEWAY LOT 10 SCO\/ERS PROPERTIES, INC. 2620 W, ARKANSAS LN. ARLINGTON, TX 76016 3504 E, ROSEDALE ST. VOLUME 9148, PAGE 979 D.R.T.C.T. 0 10' 20' SCALE IN FEET FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3500 E. Rosedale St.dgn 1 Office. Fort Worth FTI12129 Oolei Nov. 06. 2012 - 01,21.39 PM User: 022359e. NA\i(\Drawings\Right of Entry\3500 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3501 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 12 Lot 11 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Bik 12 Lot 11 also described as 3501 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: YOLANDA PEREZ (Please Print) (Signature) JOSE JESU PEREZ (Please Print) (Signature) 3� 8 iG fr— 17 t 7 PROPOSED 24" LATERAL i7 NICHOLS 4055 Inlernotionol Plozo, Suite 200 Fort Worth, TX 76109-4695 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.)reese.com PROPOSED RAMP PROPOSED 6' MANHOLE fPROPOSED 48" SD LINE LOT 11 YOLANDA EMIR JOSE JESU PEREZ 3501 E. ROSEDALE ST. FORT WORTH, TX 76105 3501 E. ROSEDALE ST. VOLUME 13716. PAGE 78 D.R.T.C.T. 174+00 CITY OF WESTWORTH VILLAGE EXHIBIT II n 11 CIVIL RIGHT OF WAY 3501 EAST ROSEDALE STREET FT112129 Date' N)!v, 06, 2012 - 01:22409 PM User: 02235E11e: \if\Drawings\Right oI Entry \3501 E. Rosedale St.dgn 10' 20' SCALE IN FEET LOT 10 JOSE D. ETUX YOLANDA PEREZ 3501 E. ROSEDALE ST. FORT WORTH, TX 76105 3505 E. ROSEDALE ST. C.C.F. P•!o. 204272035 D,R.T.C.T. PROPOSED SIDEWALK . • P PROPOSED 24" LATERAL PROPOSED DRIVEWAY PROPOSED 10' INLET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 3501 E. Rosedale St.dgn Office: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3504 E. Rosedale St., Fort Worth A.S. Hall Addition Blk Il Lot 10 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 10 also described as 3504 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: SCOVERS PROPERTIF S, INC. (Please Print) (Signature) , 2013. 3a 174+00 1 - PROPOSED 48" SD LINE �.� 1 ._1/Pr.1�. ___ _ NN11L PROPOSED RAMP PROPOSED SIDEWALK LOT 11 XAVIER RODRIGUEZ 3500 AVENUE H FORT WORTH, TX 76105 3500 E. ROSEDALE ST. VOLUME 14423, PAGE 89 D.R.T.C.T. '1 FREESE 4055 Inlernalionol Plazo, Suite 200 Fort Worth, TX 75109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.lreese.cam PROPOSED 24" LATERAL PROPOSED 24" LATERAL _VS __5_L J u PROPOSED 6'MANHOLE \\ `PROPOSED 10' INLET PROPOSED , PROPOSED RETAINING WALL DRIVEWAY LOT 10 SCOVERS PROPERTIES, INC. 2620 W. ARKANSAS LN. ARLINGTON, TX 76016 3504 E. ROSEDALE ST. VOLUME 9148, PAGE 979 D.R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT II All CIVIL RIGHT OF WAY 3504 EAST ROSEDALE STREET Office: Fort Worth FT112129 Dotes ( o. 09. 2012 - 08:410 AM User: 0223EFile: \if\Drawings\Right of Entry \3504 E. Rosedale St.dgn 175+00 _ 1 0 LOT c. FIRST MORTGAGE C 6501 BROADWAY E; OKLAHOMA CITY, 3508 E. ROSE C,C,F. No. D21 A I 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 SEPT. 2012 AS SHOWNI MRAI SJS I DATE SCALE DESIGNED DRAFTED FILE FIGURE 3504 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3508 E. Rosedale St., Fort Worth A.S. Hall Addition Blk11Lot 9 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 9 also described as 3508 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: FIRST MORTGAGE COMPANY, LLC (Please Print) (Signature) ?3 PROPOSED 24" LATERAL PROPOSED �48" SD LINE PROPOSED PROPOSED SIDEWALK UEZ H 76105 _E ST. AGE 89 r•� NICHOLS 4055 Internotfonel Ploee, Suite 200 Fort Worth, TX 76109-4895 Phone - f817) 735-7300 Fox - (817) 735-7491 Web - www.freese,com PROPOSED 6' MANHOLE \ \ PROPOSED 24" LATERAL 10' INLET PROPOSED J PROPOSED RETAINING WALL DRIVEWAY LOT 10 SCOVERS PROPERTIES, INC. 2620 W. ARKANSAS LN. ARLINGTON, TX 76016 3504 E. ROSEDALE ST. VOLUME 9148, PAGE 979 D.R.T.C,T. 175+00 PROPOSED 24"SDLINE PROPOSED SIDEWALK LOT 9 FIRST MORTGAGE COMPANY, LLC 6501 BROADWAY EXT., STE. 250 OKLAHOMA CITY, OK 73116 3508 E. ROSEDALE ST. C,C.F. No. D210168353 CITY OF WESTWORTH VILLAGE EXHI3IT "A" CIVIL RIGHT OF WAY 3508 EAST ROSEDALE STREET PROPOSED SIDEWALK LO JOSE L. ETUX 3512 E. R FORT WORT 3512 E. R VOLUME 129 G.R. AN 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 SEPT. 2012 I AS SHOWNI MRAI SJS I DATE SCALE DESIGNED DRAFTED FILE 1 FIGURE 3508 E. Rosedale St.dgn Offices Fort Worth FT112129 Doles hov. 09, 2012 - 08.50,02 AM Users 02235Ft1er NAIf\orewings\Right of Entry \3508 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3512 E. Rosedale St., Fort Worth A.S. Hall Addition B1k 11 Lot 8 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Bik 11 Lot 8 also described as 3512 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior toaccessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: JOSE L. FLORES (Please Print) HILDA FLORES (Please Print) (Signature) (Signature) 175+00 PROPOSED DRIVEWAY LOT 9 FIRST MORTGAGE COMPANY, LLC 6501 BROADWAY EXT., STE, 250 OKLAHOMA CITY, OK 73116 3508 E. ROSEDALE ST. C.C.F. No. D210168358 '11 NICHOLS 4055 International Plazo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735.7491 Web - www.lreeee.com PROPOSED 24" LATERAL PROPOSED SIDEWALK LOT 8 JOSE L. ETUX HILDA FLORES 3512 E. ROSEDALE ST. FORT WORTH, TX 76105 3512 E. ROSEDALE ST. VOLUME 12940, PAGE 264 D.R.T.C.T. - CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3512 EAST ROSEDALE STREET F7112129 Doles Nov. 06, 2012 - 062335 PM User: 022359Ief N<\IU\Drawings\Right of Entry \3512 E. Rosedole St.dgn 176+00 PROPOSED 15' INLET LOT 7 RUTH LUNIGA .3518 E. ROSEDALE ST. FORT WORTH, TX 76105 3518 E. ROSEDALE ST. C.C.F. No. D205017262 D.R.T.C.T. i 0 10' 20' SCALE IN FEET FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 DATE SEPT. 2012 AS SHOWN! MRAI SJS I FIGURE 3512 E. Rosedale St.dgn SCALE DESIGNED DRAFTED FILE Of lice: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3518 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 11 Lot 7 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 7 also described as 3518 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: RUTH ZUNIGA (Please Print) (Signature) L LOT 8 JOSE L. ETUX HILDA FLORES 3512 E. ROSEDALE ST. FORT WORTH, TX 76105 3512 E. ROSEDALE ST. VOLUME 12940, PAGE 264 D.R.T.C.T. 0 10' 20' SCALE IN FEET `I1 NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - 1817) 735-7300 Fox - 1817) 735-7491 Web - www.lreese.coo, 176+00 /ROPOSED PPR24"LATERAL PROPOSED 15' INLET LOT 7 RUTH ZUNIGA 3518 E. ROSEDALE ST. FORT WORTH, TX 76105 3518 E. ROSEDALE ST. C.C.F. No. D205017262 D,R.T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "A" L PROPOSED DRIVEWAY CIVIL RIGHT OF WAY 3518 EAST ROSEDALE STREET FT112129 Date: lie, 06, 2012 - 01:24:47 PM User, 02235File+ N:\if\Drawings\Right of Entry \3518 E. Rosedale St.dgn . PROPOSED SIDEWALK LOT 6 JULIA URIZAR TORRES 1217 TERRELL AVE. FORT WORTH, TX 76104 3520 E. ROSEDALE STS. VOLUME 13782, PAGE 586 D.R,T.C.T, FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERXJG FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3510 E. Rosedale St.dgn Of Ice., Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3520 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 11 Lot 6 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 6 also described as 3520 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: JULIA URIZAR TORRES (Please Print) (Signature) 176+00 0 PROPOSED (.\\\ 24" LATERAL PROPOSED 15' INLET l ♦ r I / 1A44. LOT 7 RUTH ZUNJGA 3518 E. ROSEDALE ST. FORT WORTH, TX 76105 3518 E. ROSEDALE ST. C.C.F. I\lo. D205017262 D.R.T.C.T. 10' 20' SCALE IN FEET FREESE 4055 Inlernotionol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Foy - (817) 735-7491 Web - www.Ireese.com 177+00 LOT 6 JULIA URIZAR TORRES 1217 TERRELL AVE. FORT WORTH, TX 76104 3520 E. ROSEDALE S T S. VOLUME 13782, PAGE 586 D.R.T.C.T. CITY OF WESTWORTH VILLAGE =X IBIT 11A" CIVIL RIGHT OF WAY 3520 EAST ROSEDALE STREET PROPOSED DRIVEWAY PROPOSED SIDEWALK LOT SCOTT G. & KAREN H. WEIGAND 608 RAINTREE CT. ARLINGTON, TX 76102 3524 E. ROSEDALE ST, VOLUME 14008, PAGE 155 D.R.T.C.T. FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 SEPT. 20121 AS SHOWN' DATE SCALE DESIGNED IRA 1 SJSI FIGURE DRAFTED Of finer Fort Worth FT112129 Dote: ►Ov. 00, 2012 - 01:25:19 PM User: 0223591e. N:\II\Orowings\Right of Entry \3520 E. Rosedele St.dgn FILE 3520 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3523 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 12 Lot 6 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 12 Lot 6 also described as 3523 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: JULIA URIZAR. TORRES (Please Print) (Signature) 57 i 5.0' UTILITY EASEMENT LOT 7 SANTIAGO YAS TOCAY 3523 E. ROSEDALE ST. FORT WORTH, TX 76105 33521 E. ROSEDALE ST, C.C.F. No. D209013853 D.R.T.C.T. 176+ 00 NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.lreese,com • 013 LOT 6 JULIA URIZAR TORRES 1217 E. TERRELL AVE. FORT WORTH, TX 76104 3523 E. ROSEDALE ST. VOLUME 11039, PAGE 1329 D.R.T.C.T. PROPOSED DRIVEWAY CITY OF WESTWORTH VILLAGE EX-IBIT "A11 LOT 5 MIGUEL ANGEL CASTRO 3108 BIDEKER AVE. FORT WORTH, TX 76105 3525 E. ROSEDALE ST, C.C.F. No. D207062735 D.R.T.C.T. PROPOSED SIDEWALK 177+ 00 CIVIL RIGHT OF WAY 3523 EAST ROSEDALE STREET FT112129 Dote Tv. 05, 2012 - 01,26:08 PM User, 02235,11e: \if\Drawings\Right of Entry\3523 E. Rosedale St.dgn 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3523 E. Rosedale St.dQn J Office=Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3524 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 11 Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 5 also described as 3524 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: SCOTT G. WEIGAND (Please Print) KAREN H. WEIGAND (Please Print) (Signature) (Signature) 3� LOT 6 JULIA URIZAR TORRES 1217 TERRELL AVE, FORT WORTH, TX 76104 3520 E. ROSEDALE STS. VOLUME 13782, PAGE 586 D.R.T.C.T. IA 5 1 yT�$YI� rJ r fl C°P. r-7 NICHOLS 4055 Internotional Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817> 735-7300 Fax - (817) 735-7491 Web - www.lreese.con, 177+00 J PROPOSED DRIVEWAY PROPOSED SIDEWALK LOT 5 SCOTT G. & KAREN H. WEIGAND 608 RAII\!TREE CT. ARLINGTON, TX 76102 3524 E. ROSEDALE ST. VOLUME 14008, PAGE 155 D.R.T.C,T. CITY OF WESTWORTH VILLAGE EX-IBIT "A" CIVIL RIGHT OF WAY 3524 EAST ROSEDALE STREET LOT 4 DELLA L. MITCHUSSEN 3528 E. ROSEDALE ST. FORT WORTH, TX 76105 3528 E. ROSEDALE ST. C.C.F. No. D209007040 D,R.T.C.T. i 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2(44 F&N JOB NO, F T 112129 SEPT. 2012 1 AS SHOWN' MRAI SJS I DATE SCALE DESIGNED DRAFTED FILE FIGURE Office: Fart Worth FT1l2129 Oct, Nov, 05, 2012 - 01:26.41 PM User, 02235F1e' NAP \Drawings\Right of Entry \3524 E, Rosedale St.dgn 3524 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3525 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 12 Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 12 Lot 5 also described as 3525 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: MIGUEL ANGEL CASTRO (Please Print) (Signature) 3� i LOT 6 JULIA URIZAR TORRES 1217 E. TERRELL AVE. FORT WORTH, TX 76104 3523 E. ROSEDALE ST. VOLUME 11039, PAGE 1329 D.R.T.C.T. FREESE NICHOLS 4055 Inlernotlonol Piero. Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (8171 735-7491 Web - www.freese.corn LOT 5 MIGUEL ANGEL CASTRO 3108 BIDEKER AVE. FORT WORTH, TX 76105 3525 E. ROSEDALE: .ST. C.C,F. No. D207062735 D.R.T.C.T. PROPOSED SIDEWALK . n • . 5 ' PROPOSED DRIVEWAY 177-I.00 CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3525 EAST ROSEDALE STREET FT112129 Dotes IAv. 06, 2012 - 0U27t21 PIA Users 02235Fi1et Pt, \if\OrowingRight of Enlry\3525 E. Rosedale St.dgn 0 10' 20' SCALE IN FEET LOT 4 CITY OF FORT WORTH 1000 THROCKMORTON ST. FORT WORTH, TX 76102 3531 E. ROSEDALE ST. C.C.F. No. D205351558 D.R.T.C.T. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 DATE SCALE DESIGNED DRAFTED FILE SEPT. 2012 AS SHOWN MRA SJS FIGURE 3525 E. Rosedole St.d2n J Office: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3528 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 11 Lot 4 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 4 also described as 3528 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: DELLA L. MITCHUS SON (Please Print) (Signature) , 2013. 177+00 LOT 5 SCOTT C. & KAREN H. WEIGAND 608 RAIIVTREE CT. ARLINGTON, TX 76102 3524 E. ROSEDALE ST. VOLUME 14008, PAGE 155 D.R.T.C.T. FREESE NICHOLS 4055 InternationalPioZo, Suite 200 Fort Worth, TX 76109-4895 Phone - f817) 735-7300 Fox - (B17) 735-7491 Web - www.ireese.com . PROPOSED SIDEWALK LOT 4 DELLA L. MITCHUSSEN 3528 E. ROSEDALE ST. FORT WORTH, TX 76105 3528 E. ROSEDALE ST. C.C,F. No. D209007040 D.R.T.C.T. CITY OF WESTWORTH VILLAGE _X IB TII ^ II 178+00 PROPOSED DRIVEWAY CIVIL RIGHT OF WAY 3528 EAST ROSEDALE STREET LOT 3 WEST TX DISTRICT CHURCH OF NAZARENE 3540 E. ROSEDALE ST. FORT WORTH, TX 76105 3532 E. ROSEDALE ST, VOLUME 12032, PAGE 919 D.R.T.C.T, 0 10' 20' SCALE IN FEET FREESE AN0 NICHOLS, INC. TEXAS REGISTERED ENDINEERWC FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129I SEPT. 2012 AS SHOWN, MRA SJS FIGURE 3528 E. Rosedale St.dqn 1 Of flee: Fort Worth FT112129 Dale, 1►0v. 06, 2012 - 01,2844 PM User: 0223S ile: OAR \ Drawings \Right of Entry \3520 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3532 E. Rosedale St., Fort Worth A.S. Hall Addition Blk11Lot 3 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lot 3 also described as 3532 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: WEST TEXAS DISTRICT CHURCH OF NAZARENE (Please Print) (Signature) gr 178+00 PROPOSED DRIVEWAY JD PROPOSED SIDEWALK LOT 4 DELLA L, Iv1ITCHUSSEI\I 3528 E, ROSEDALE ST, FORT WORTH, TX 76105 3528 E. ROSEDALE ST. C.C,F. No. D209007040 D.R.T.C.T. a7 2NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.00m LOT 3 WEST TX DISTRICT CHURCH OF NAZARENE 3540 E. ROSEDALE ST. FORT WORTH, TX 76105 3532 E. ROSEDALE ST. VOLUME 12032, PAGE 919 D.R.T,C.T, CITY OF WESTWORTH VILLAGE EX IBIT )'A" CIVIL RIGHT OF WAY 3532 EAST ROSEDALE STREET .1 6 LOT 2 WEST 1 3540 FORT 3540 VOLUN 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERNG FIRM F-2144 F&N JOB NO, DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3532 E. Rosedale 5t.dgn Of flee: Fort Worth FTI12129 Dole: Nov. 09, 2012 - 10:55:50 AM User 0223591e: N:\I1\Drawings\Right of Entry \3532 E. Rosedale S).dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3537 E. Rosedale St., Fort Worth A.S. Hall Addition B1k 12 Lot 2 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL BY THF,SE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 12 Lot 2 also described as 3537 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: S. R. DAVIDSON FAMILY, LP (Please Print) (Signature) , 2013. 9,2 l ALL 10' 20' SCALE IN FEET LOT 3 HUGH COOPER 3535 E. ROSEDALE ST. FORT WORTH, TX 76105 3535 E. ROSEDALE ST. VOLUME XXXX, PAGE XXXX D.R.T.C.T. 178+00 '1W NICHOLS 4055 Internotionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freose.com PROPOSED SIDEWALK LOT 2 S R DAVIDSON FAMILY, LP 2620 W. ARKANSAS LN. ARLINGTON, TX 76016 3537 E. ROSEDALE ST. C.C.F. No. D203367598 D.R.T.C.T. PROPOSED DRIVEWAY CITY OF WESTWORTH VILLAGE EXH BIT "A" CIVIL RIGHT OF WAY 3537 EAST ROSEDALE STREET LOT 1 GLEN SPRINGFIELD 3541 E. ROSEDALE ST. FORT WORTH, TX 76105 3541 E. ROSEDALE ST. VOLUME 8176, PAGE 2052 D.R.T.C.T. 179+00 FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FRO F-2144 F&N JOB N0. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA FIGURE 3537 E. Rosedole St.dqn SJS Office= Fort Worth FT112129 Dote, Nov. 06, 2012 - 01,29,16 PM User, 02235Ft1ei RAH \Drowings\Right of Entry\3537 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3540 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 11 Lots 1 and 2 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 11 Lots 1 and 2 also described as 3540 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: WEST TEXAS DISTRICT CHURCH OF NAZARENE (Please Print) (Signature) `13 PROPOSED SIDEWALK - LOT 3 -X DISTRICT CHURCH OF NAZARENE E. ROSEDALE ST, WORTH, TX 76105 E. ROSEDALE ST. E 12032, PAGE 919 D.R.T,C.T. °I� NICHOLS 4055 InternotionalPiozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.Ireese.com PROPOSED DRIVEWAY 179+00 PROPOSED SIDEWALK LOT 2 WEST TX DISTRICT CHURCH OF NAZARENE 3540 E. ROSEDALE ST. FORT WORTH, TX 76105 3540 E. ROSEDALE ST. VOLUME 2044, PAGE 529 D.R,T.C.T. CITY OF WESTWORTH VILLAGE EXHIBIT "At' CIVIL RIGHT OF WAY 3540 EAST ROSEDALE STREET PROPOSED RAMP LOT 1 0 10' 20' SCALE IN FEET FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINE'RWG FWM F-2144 F&N JOB NO, FT112129 DATE SEPT. 2012 SCALE AS SHOWN DESIGNED MRA DRAFTED SJS FILE FIGURE 3540 E. Rosedale St.dqn Office: Fort Worth FT112129 Dole: ►`ov. 09, 2012 - 11:21:58 AO User: 02239 Ile: N:\If\Drow(ngs\Right of Entry \3540 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3600 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 10 Lot 11 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary rirt of entry onto property described as A.S. Hall Addition, Blk 10 Lot 11 also described as 3600 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: LIBERATION COMMUNITY. INC. (Please Print) (Signature) 4cl 'IU NN CHOLS 4055 Internalionol Plozo, Suite 200 Fort Worth, TX 76109-4E195 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.lreese.con, 179+00 PROPOSED SIDEWALK LOT 11 LIBERATION COMMUNITY, INC. 3608 E. ROSEDALE ST. FORT WORTH, TX 76105 3600 E. ROSEDALE ST. VOLUME 11898, PAGE 220 D.R.T.C.T. —PROPOSED RAMP PROPOSED RAMP LOT 10 LIBERATION CC M1vMUNITY, INC. 3608 E. RCSEDALE ST. FORT WORTH, TX 76105 3606 E. RCSEDALE ST. VOLUME 108E9, PAGE 312 D.R.I.C.T. _-J—__ — — CITY OF WESTWORTH VILLAGE EXHIBIT "A11 CIVIL RIGHT OF WAY 3600 EAST ROSEDALE STREET 0 180+0C 1 10' LIBERAL 360t FORT 360F VOLUP 20' SCALE IN FEET _Ea FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGW!ERWG FIRM F-2144 F&N JOB NO. FTI12129 SEPT. 20121 AS SHOWNI MRAI SJSI DATE SCALE DESIGNED DRAFTED FILE 1 FIGURE 3600 E. Rosedole St.dgn Office, Fort Worth F7112129 Dote, Cox. 09, 2012 - 11:38,58 AM User, 02235r1e: \if\Drawings \Right of Entry \3600 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3612 E. Rosedale St., Fort Worth A.S. Hall Addition B1k 10 Lot 8 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 10 Lot 8 also described as 3612 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ROGER L. WOODARD ZOILA S. WOODARD (Please Print) (Please Print) (Signature) (Signature) ys -00 4• _���!_✓ PROPOSED LOT 9 3ERATION COMMUNITY, INC. 3603 E. ROSEDALE ST. =ORT WORTH, TX 76105 3608 E. ROSEDALE ST. OLUIvIE 9959, PAGE 195 D.R.T.C.T, 0 10' 20' SCALE IN FEET r�NN CHOLS 4055 Internolionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735.7491 Web - www.Ireose.com DRIVEWAY LOT 8 ROGER L. ETUX ZOILA S. WOODARD 3015 N. GLEN GARDEN DR. FORT WORTH, TX 76119 3612 E. ROSEDALE ST. VOLUME 10161, PAGE 761 D,R.T.C.T. 181+00 PROPOSED SIDEWALK - LOT 7 ROGER L. ETUX ZOILA S. WOODARD 3015 N. GLEN GARDEN DR. FORT WORTH, TX 76119 CITY OF WESTWORTH VILLAGE EX ICI- 11A" 3616 E. ROSEDALE ST. C.C.F. No. D207318970 D.R.T.C.T. c• r C�J,, p• 1 CIVIL RIGHT OF WAY 3612 EAST ROSEDALE STREET FT112129 Dale: tpv. 06, 2012 - 01,3238 PM User 5223`. lIe: N:\il\Drawings\Right of Entry \3612 E. Rosedole St•dgn FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERNG FIRM F-2144 F&N JOB NO, FT112129 SEPT. 20121 DATE SCALE DESIGNED DRAFTED FILE AS SHOWN! MRAI SJSI FIGURE 3612 E. Rosedale St.dgn 1 Of flee: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3616 E. Rosedale St., Fort Worth A.S. Hall Addition B1k 10 Lot 7 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Bik 10 Lot 7 also described as 3616 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ROGER L. WOODARD ZOTTA S. WOODARD (Please Print) (Please Print) (Signature) (Signature) 1 PROPOSED DRIVEWAY LOT 8 ROGER L. ETUX ZOILA S. WOODARD 3015 N. GLEN GARDEN DR. FORT WORTH, TX 76119 3612 E. ROSEDALE ST. VOLUME 10161, PAGE 761 D.R.T.C,T. 0 10' 20' SCALE IN rtvtt INICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109.4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.00m 181+00 PROPOSED 24" LATERAL PROPOSED 15'INLE��� WM* 41. 1G PROPOSED SIDEWALK LOT 7 ROGER L. ETUX ZOILA. S. WOODARD 3015 N. GLEN GARDEN DR. FORT WORTH, TX 76119 3616 E. ROSEDALE ST. C.C.F. No. D207318970 D.R.T.C.T. ti 71n iJ 131), L)IJ� r ( i T_ iA-1, 1 JJ 79 9 yo �llr,; 4 ^ .1 F CITY OF WESTWORTH VILLAGE EX-131T "A" CIVIL RIGHT OF WAY 3616 EAST ROSEDALE STREET FT112129 Dote: Nov. 06, 2012 - 013311 PM User 02231F(Iow N:\If\Drowings\Right of Entry\3616 E. Rosedole St.dgn LOT 6 PTT EMPIRE It 6302 FORT 3620 C.C.F. FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERWG FIRM F-2144 FEN JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 3616 E. Rosedole St.dgn Office: Fort Worth Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3905 E. Rosedale St., Fort Worth Rowland Place Blk Lot 35 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Bik Lot 35 also described as 3905 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: FRANCISCO MARTINEZ MARIA MARTINEZ (Please Print) (Please Print) (Signature) (Signature) �l� I,IFIn I r LuoLni 112 E. LOUELLH DR. HURST, TX 76054 10' 20'30' SCALE__!N _FEET PROPOSED 24" LATERAL 60' LOT 36 DAVID SALGADO 3822 E. ROSEDALE ST. FORT WORTH, TY, 76105 3901 E. ROSEDALE ST. C.C.F. No. D211209725 D.R.T.C.T, PROPOSED RAMP 'I1 NICHOLS 4055 Inlernotionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com PROPOSED 15' INLET 1205 HAYNES AVE. C.C.F. Ito, D208258359 D.R.T.C.T. LOT 35 FANCISCO ETUX MARIA MARTINEZ 3905 E. ROSEDALE ST. FORT WORTH, TX 76105 3905 E. ROSEDALE ST. VOLUME 9879, PAGE 785 D.R.T.C.T, -r PROPOSED DRIVEWAY LOT 34 ISAIAS AGUILAR 3909 E, ROSEDALE ST. FORT WORTH, TX 76105 3909 E. ROSEDALE ST. VOLUME 12138, PAGE 1236 D.R.T.C.T. 8,0' ut)urr t TRAP 3 VOL T9-6.; OD- /.i/ EXISTING Ke/ 6'MANHOLE EXISTING SD LINE 1-97+00 PROPOSED 10' INLET PROPOSED SIDEWALK CITY OF WESTWORTH VILLAGE EXHIBIT 11A" CIVIL RIGHT OF WAY 3905 EAST ROSEDALE STREET FREESE AND TEXAS REGISTERED ENCINEERNGI FIRM F-2144 F&N JOB N0. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3905 E. Rosedale St.dqn Office: Fort Worth FT112129 Dote: Nov, 06, 2012 - 01:39,56 PM User: 02235`ile: Ni\if\Drawings \!light of Entry\3905 E. Rosedale S).dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3908 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 1 Lot 3 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Blk 1 Lot 3 also described as 3908 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: WOMEN OF WORTH (Please Print) (Signature) / 36 0D- PROPOSED SIDEWALK PROPOSED DRIVEWAY LOT 2 DAVID SAL5n40 C.C.F. 14n. 0210200502. FREESE 2MCHOLS 4055 Internotionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.lreose.00m T97 DD PROPOSED 10' INLET PROPOSED "-PROPOSED DRIVEWAY SIDEWALK PROPOSED SIDEWALK PROPOSED DRIVEWAY LOT 3 WOHEN OF 0OPTH C.C,F. ;(n. D205364319 ISEPUT EXISTING SD LINE PROPOSED SIDEWALK PROPOSED 24" LATERAL 4 PROPOSED DRIVEWAY LOT 4 0Ei1Y ANRIE 0'001700R VOLU5E 0E35, PAGE 1061 0.1ZT,C.T. 3 CITY OF WESTWORTH VILLAGE EXHIBIT 11A" CIVIL RIGHT OF WAY 3908 EAST ROSEDALE STREET , /20PROPO'LETSED LJ PROPOSED DRIVEWAY LOT 5 GREATER )IE1'f HOPE EAPTIST CHURCH V3LU5E 7047, PAGE 852, D.R.T.C.T. 0 10' 20' 40' SCALE IN FEET FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 SEPT. 20121 DATE SCALE DESIGNED DRAFTED FILE AS SHOWN MRA SJS 1 FIGURE 3908 E. Rosedale St.dgn Office, Fort Worth FT1(2129 Dole: Nov. 09, 2012 - 02,03,09 PIA User 02235F1o: N'\if\Drawings\Right of Entry \3908 E. Rosedale St.dgn / Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3909 E. Rosedale St., Fort Worth Rowland Place Blk Lot 34 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Bik Lot 34 also described as 3909 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ISAIAS AGUILAR (Please Print) (Signature) �1� i I INi.RI ts. LUJI.RI 112 E. LOIJELLA DR. HURST, TX 76054 1205 HAYNES AVE. C.C.F. h)o. D208288.359 D.R.T.C.T. 0 10' 20' 30' 60' 0 .E ST. 76105 .E ST. )9725 %r it l lilt np Ili 1111111.11 lil i' SCALE IN _FEET___ LOT 35 FANGISCO ETUX MARIA MA.RTINEZ 3905 E. ROSEDALE ST. FORT WORTH, TX 76105 3905 E. ROSEDALE ST. VOLUME 9879, PAGE 785 D.R,T.C.T. LOT 34 ISAIAS AGUILAR 3909 E. ROSEDALE 5T. FORT WORTH, TX 76105 3909 E. ROSEDALE 5T. VOLUME 12138, PAGE 1236 D.R.T.C.T. F--- 8.0' UTILITY EASEMENT Y PROPOSED DRIVEWAY LOT 33 TRAINS —ATLAS FINANCIAL, INC. PO BOX 2051 DEL MAR, CA 92014 3913 E. ROSEDALE ST. VOLUME 12051, PAGE 1546 D.R.T.C.T. 9r M RII I 518 I ARLI 1 VOLUM qr T 9' 9 3 F( 3 VOL EXISTING SD LINE 197*CYO- FREESE 2NICHOLS 4055 Internatfonol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.Ireese.com PROPOSED 10' INLET PROPOSED SIDEWALK PROPOSED 24" LATERAL- PROPOSED 10' INLET CITY OF WESTWORTH VILLAGE EXHIBIT 11A" CIVIL RIGHT OF WAY 3909 EAST ROSEDALE STREET FREESE AND NICHOLS, INC. F&N 6E1 NO. TEXAS1EGIsSTTERED ENGINEERING FIRM F•2144 DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN 1 MRA SJ51 FIGURE 3909 E. Rosedale St,d9n • Of fleet Fort Worth FT112129 Doles 4Iv. 06, 2012 - 01,40t26 PM User: 02236`lle, N'\If\Drow',ngs\Right of Entry \3909 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3913 E. Rosedale St., Fort Worth Rowland Place Blk Lot 33 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY TI{ESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 33 also described as 3913 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: TRANS -ATLAS FINANCIAL, INC (Please Print) (Signature) yR 34 GUILAR >EDALE ST. TX 76105 >EDALE ST. PAGE 1236 C.T. \ = i — ao UTILITY EASEMENT 1 LOT 33 TRANS —ATLAS FINANCIAL, INC. PO BOX 2051 DEL MAR, CA 92014 3913 E. ROSEDALE ST, VOLUME 12051, PAGE 1546 D.R.T.C.T. LOI by SCNOBY PARKS EST. MARS D. FLORELICE ADMIN. 518 1NDIAd1A ST, UL!IT B ARLINGOTN, TX 76011 1204 ARCH ST, VOLUME 8209, PAGE 2189 D,R.T.C.T, LOT 32 GLORIA J. HERIJANDEZ 3917 E. ROSEDALE 5T. FORT WORTH, TX 76105 3917 E. ROSEDALE ST, VOLUME 11718, PAGE 1375 D,R.T.C.T, 19E5+00 EXISTING SD LINE PROPOSED DRIVEWAY I 0 10' 20' 30' 610' SCALE IN FEET - - -I LOT 31 EUAZAR ETUX MARGARITA PEREZ 3921 E. ROSEDALE ST, FORT WORTH, TX 76105 3921 E. ROSEDALE 5T, VOLUME 8585, PAGE 1950 D.R.T,C.T. PROPOSED RAMP PROPOSED 10' INLET r� 2NICHOLS 4055 InlernollonolPioza, Suite 200 Fort Worth, TX 76109.4895 Phone - f817) 735-7300 Fax - f817) 735-7491 Web - www.Ireese.com PROPOSED 24" LATERAL d ,/ PROPOSED SIDEWALK • •T CITY OF WESTWORTH VILLAGE EX-I3IT "A" CIVIL RIGHT OF WAY 3913 EAST ROSEDALE STREET PROPOSED 20' INLET FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 3913 E. Rosedale St.dgn / Office, Fort Worth FT112129 Date. Nov. 09, 2012 - 02 05'46 PM User,. 0223591e, N'\if\Drawings\Right of Entry\3913 E. Rosedale SI.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3917 E. Rosedale St, Fort Worth Rowland Place Blk Lot 32 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 32 also described as 3917 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: GLORIA J. HERNANDEZ (Please Print) (Signature) np 8,17 AR \LE ST, 76105 \LE ST. 1,GE 1236 7 8.0' UTILITY EASEVENT LOT 33 TRANS —ATLAS FINANCIAL, INC. PO BOX 2051 DEL MAR, CA 92014 3913 E. ROSEDALE 5T. VOLUME 12051, PAGE 1546 D.R.T,C.T, WI by SCNOBY PARKS EST. MARE D. FLORENCE ADMIN. 518 Ii7D!ANA ST. UNIT B APLh9GOTN, TX 76011 1'04 ARCH ST, VOLUME 8209, PAGE 2189 D.R.T.C.T. LOT 32 GLORIA J. HERNANDEZ 3917 E. ROSEDALE ST, FORT WORTH, TX 76105 3917 E. ROSEDALE ST. VOLUME 11718, PAGE 1375 D.R.T,C.T. I 0 10' 20' 30' I 60' SCALE IN FEET' - 1 LOT 31 ELIAZAR ETUX MARGARITA PEREZ 3921 E. ROSEDALE ST. FORT WORTH, TX 76105 3921 E, ROSEDALE 57. VOLUME 8585, PAGE 1950 D.R.7.C.T. PROPOSED RAMP Pam`♦• 41 A�W���� 1�5�kk� Chi 7 71 7 7/ ;! 7 %/ 7/ 7 ! 7/ 7/ 7 - 7 PROPOSED/ DRIVEWAY '41-37 EXISTING SD LINE T99+o0 PROPOSED 10' INLET • FREESE i NIGHOLS 4055 ationol0lozo, Suite 200 Port Worth, TX 76109-4895 Phone - 1817) 735-7300 Fox - 18171 735-7491 Web - www,lreese.com PROPOSED SIDEWALK 17 PROPOSED 24" LATERAL 1>- CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3917 EAST ROSEDALE STREET �PROPOSED 20' INLET - �— dr% I FREESE AND NICHOLS, INC. I TEXAS REGISTERED ENGINEERING FIRM 0.2144 F&N JOB NO. FT 112129 I DATE SEPT. 2012I I SCALE 1 AS SHOWN I 1 DESIGNED DRAFTED FILE MRA SJS FIGURE Office, Fort Worth 'FT112129 Dote: Nov, 08, 2012' - 01f41:47 PN User 02235cIfo: N/\if\Drnwings\Right of Entry \3917 E. Rosedale St.dgn 3917 E. Rosedale St.dan Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3920 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 1 Lots 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Bik 1 Lots 5 also described as 3920 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging -onto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: GREATER NEW HOPE BAPTIST CHURCH (Please Print) (Signature) u0u PROPOSED 10' E T LOT 3 11'06:IEI( OF WORTH C.C.F. No. D203364319 'IR NICHOLS 4055 International Plozo, Suite 200 Fort Worth, TX 76109.4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.(reese.corn i4 PROPOSED SIDEWALK 1954-DO- EXISTING SD LINE I" -PRO-POSED 24" LATERAL PROPOSED DRIVEWAY LOT 4 BETTY /JJNE O'CO164011 VOLUME 6935, PAGE 18861 CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 3920 EAST ROSEDALE STREET PROPOSED 20' INLET LI LOT 5 GREATER 14E3) HOPE LA.PTIST CHURCH V0!Ui4 7047, PACE 65D O.R.T.C.1. 74 0 10' 20' 40' SCALE IN FEET /4 i1 FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB N0. FT112129 DATE SEPT. 2012 SCALE DESIGNED DRAFTED FILE AS SHOWN MRA SJS 1 FIGURE 3920 E. Rosedale St.dqn J Office: Fort Worth FT112129 Date: Nov. 09. 2012 - 02:07:25 PM User 02235F(le: \it\Drawings\Right of Entry \3920 E. Rosedale sl.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 3921 E. Rosedale St., Fort Worth Rowland Place Blk Lot 31 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 31 also described as 3921 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ELIAZAR PEREZ MARGARITA PEREZ (Please Print) (Please Print) (Signature) (Signature) 1CIG.L, IDIC, 5) 12014 1LE ST. ;GE 1546 %r LOI 55 SCHOEI' PARKS EST. MARY D. FLORENCE ADMIN. 518 fNDIANA ST. UNIT 8 ARLIITG0TI4, TY. 76011 1204 ARCH ST, VOLUME 8209, PAGE 2189 D.R.T.C.1. LOT .32 GLORIA J. HERNANDEZ 3917 E, ROSEDALE ST. FORT WORTH, TX 76105 3917 E. ROSEDALE ST, VOLUME 11718, PAGE 1375 D.R.T,C.T, 7/ T T9�+66 PROPOSED DRIVEWAY - —I LOT 3i ELIAZAR ETUX MARGARITA PEREZ 3921 E. ROSEDALE ST- FORT WORTH, 7X 76105 3921 E. ROSEDALE ST. VOLUME 8585, PAGE 1950 D.R.7.C.T. PROPOSED RAMP 7 l 7% PROPOSED SIDEWALK EXISTING SD LINE -D 10' 20' 3 0' SCALE, IN FEET PROPOSED 24" LATERAL 60' WI 400 FORT 400 VOLUL al NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.Ireose.com Office, Fort Worth it PROPOSED 20' INLET i/,._�\ CITY OF WESTWORTH VILLAGE EXHIBIT "A11 CIVIL RIGHT OF WAY 3921 EAST ROSEDALE STREET FTI12129 Dole: Nov. 06, 2012 - 01:42:26 PM User: 02235FIle: N:\if\Drowings\Right of Entry \3921 E. Rosea&e 5t.dgn TEXAS REGISTERED ENGINEERING) FIRM F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FTI12129 SEPT. 2012 1 AS SHOWN) h1RA SJSI FIGURE 3921 E. Rosedale St.ditn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4001 E. Rosedale St., Fort Worth Rowland Place Blk Lot 6 STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY § § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 6 also described as 4001 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of GRANTOR: WANDA KING HAYAT (Please Print) (Signature) , 2013. 63 l • 31 OARITA PEREZ DALE ST. fX 76105 DALE ST, 'AGE 1950 T. PROPOSED RAMP 7' 094 FREESE 11 NICHOLS 4055 InternollonolPlozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (B17) 735-7491 Wob - www.ir0000com LOT 6 WANDA KING HAYAT 4001 E. ROSEDALE ST. FORT WORTH, TX 76105 4001 E. ROSEDALE ST. VOLUME 10240, PAGE 916 D.R.T.C.T. L 0 PROPOSED 24" LATERAL PROPOSED SIDEWALK LVI / ANTONIO ETIJ7: ROSA 11. ALCALA 12205 ARCH ST. FORT WORTH, TX 76105 1205 APCH ET. C.C.F. No. 0205271001 D.R.T.C.T. A I 0 10' 20' 3 0' 60' 111111114 it ililiiiInilll SCALE IN FEET LOT 5 EL SNADDAI CENTER PO BOX 50607 FORT WORTH, TX 76105 4005 E. ROSEDALE SF C.C.F. No, D206236438 D.R.T.C.T. 7i PROPOSED PROPOSED 20' INLET DRIVEWAY -2oq+-0-0 EXISTING SD LINE CITY OF WESTWORTH VILLAGE EXI-IBIT "A" CIVIL RIGHT OF WAY 4001 EAST ROSEDALE STREET H 7r PROPOSED 6' MANHOLE EL SNADDAI P FORT 4009 C.C.F. T PROPOSED 36" SD LINE 201 C EXISTING 5' MANHOLE FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB N0. DATE SCALE DESIGNED DRAFTED FILE FT 112129 I SEPT. 2012 AS SHOWN 1 MRA SJS FIGURE 4001 E. Rosedale St.dgn J Office, Fort Worth FT112129 Dote. Nov. 06, 2012 - 01642t52 PM User, 02235,91e1 N,\if\Drow)ngs\Right of Entry \4001 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4005 E. Rosedale St., Fort Worth Rowland Place Mk Lot 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 5 also described as 4005 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: EL SHADDAI CENTER (Please Print) (Signature) LUI / ANTOIIIO ETUX ROSA M. ALCALF. 12205 ARCH ST, FORT WORTH, 17 76105 T 31 MARGARITA PEREZ OSEDALE ST. H, TX 76105 OS EDALE ST. 15, PA -.GE 1950 .T.C.T. PROPOSED RAMP r-7NICHOLS 4055 Internotlonal Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.com IIIIIIII ..l y PROPOSED 24" LATERAL EXISTING SD LINE LOT 6 WP.b!DA KING HAYAT 4001 E. ROSEDALE ST. FORT WORTH, TX 76105 4001 E. ROSEDALE ST. VOLUME 10240, PAGE 916 D.R-T.C.T. PROPOSED SIDEWALK 1205 ARCH ST, C.C.F. Ida. D205271001 0 10' 20' 30' 60' ee lul�Ylauuni�u Ietl IW 11,Infinfi1lAi SCALE IN FEET LOT 5 EL SHADDAI CENTER PO 806 50607 FORT WORTH, TX 76105 4005 E. ROSEDALE ST. C.O.F. No. D206236438 PROPOSED --PROPOSED 20' INLET DRIVEWAY CITY OF •WESTWORTH VILLAGE EXHIBIT 11A" CIVIL RIGHT OF WAY 4005 EAST ROSEDALE STREET PROPOSED 6' MANHOLE EXISTING 5' MANHOLE JI' i EL SH2DDP.I 'NOR PO E FORT WO. 4009 E. C.C.F. Ns D PROPOSED 36" SD LINE 201+00 FREESE ANO NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N JOB NO. FT112129 DATE SEPT. 2012 AS SHOWNI MRA1 SJSI FIGURE 4005 E. Rosedale St.dgn SCALE DESIGNED DRAFTED FILE 1 J Office: Fort Worth FT112129 Date, liw. 09, 2012 - 02028 01 PM User: 02235. 1e: lI \If\Drawings\Right of Entry\4005 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4013 E. Rosedale St., Fort Worth Rowland Place Blk Lot 3 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 3 also described as 4013 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: LULA ALEXANDER (Please Print) (Signature) 55 A M. ALCALA ST. X 76105 JOSE AUDRAOE 1204 CHICAGO AVE. FORT WORTH, TX 76105 ST. 5271001 ENTER 9607 "X 76105 DALE 5T. .6236438 T. LOT 4 EL SWADDAI WORLD OUTREACH CENTER PO BOX 50607 FORT WORTH, TX 76105 4009 E. ROSEDALE 5T. C.C.F. No. D207142468 D.R.T.C.T. PROPOSED 36" SD LINE 201+00 PROPOSED RAMP FREESE <NICHOLS 4055 Inlernotionol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.(reese.com PROPOSED 24" LATERAL - 1 ,0' U11Lir EASED ENT LOT 3 LULA ALEXA.NDER 4013 E. ROSEDALE 5T, FORT WORTH, TX 76105 4013 E. ROSEDALE ST. C.C.F. No. D208421987 D.R.T.C.T, PROPOSED SIDEWALK 202+00 CITY OF WESTWORTH VILLAGE XHI3IT "A" 1204 CHICAGO AVE. C.C.F. Ho. D211052662 D.R.T.C.T. 0 10' 20' 30' 60' SCALE IN FEET LOT 2 RUBY J. CAIJEROd 4017 E. ROSEDALE ST. FORT WORTH, TX 76105 4017 E. ROSEDALE ST, VOLUME 15881, PAGE 38 D.R.T.C.T. PROPOSED DRIVEWAY CIVIL RIGHT OF WAY 4013 EAST ROSEDALE STREET FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERNG FRU F-2144 F&N JOB NO. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA 1 SJS FIGURE 4013 E. Rosedale St,dgn 01 lice, Fort Worth FT112129 Dotes Nov, 06, 2012 - 01�43,21 PIA User. 02235F1et RN( \Drawings\Right of Entry\4013 E. Rosedote St,dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4017 E. Rosedale St., Fort Worth Rowland Place Blk Lot 2 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 2 also described as 4017 E. Rosedale St., Fort Worth, TalTant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: RUBY J. CAMERON (Please Print) (Signature) J05E AUDRADE 1204 CHICAGO AVE. FORT WORTH, TX 76105 EACH CENTER 17 76105 E S7. 42468 - - 8.0' UTILITY EASEMENT LOT 3 LULA ALEXANDER 4013 E. ROSEDALE ST. FOR1 WORTH, TX 76105 4013 E. ROSEDALE ST. C.C.F. No. D208421987 D.R.T,C.T. JJ1 L� it 7/ %' :a r r 2' %r 2'' i -PROPOSED DRIVEWAY 0 10' 20' 30' 1204 CHICAGO AVE. C.C.F No. D211052662 D.P,.T.C.1. LOT 2 RJJD`( J. CAMERON 4017 E. ROSEDALE ST. FORT 'WORTH, TX 76105 4017 E. ROSEDALE ST, VOLUME 15881, PAGE 33 D.R.T,C.T, PROPOSED SIDEWALK PROPOSED 24" LATERAL PROPOSED 202+00 20' INLET ,4 .4 i 7PEESE 'IVRICHOLs 4055 International Plozo, Suite 200 For( Worth, TX 76109-4895 Phone - f817) 735-7300 Fax - t817) 735-7491 Web - www.freese.com PROPOSED / 36" SD LINE CITY OF WESTWORTH VILLAGE EXHIBIT "A" lillll Wll li tl SCALE IN FEET LOT 1 ROY L, THOMAS 4021 E. ROSEDALE ST. FORT WORTH, TX 76105 4021 E. ROSEDALE ST. VOLUME 9903, PAGE 7 D,R,T.C.7. 2r PROPOSED RAMP it 203r+00 60' FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGIN ,R040 E1.414 F-2t44 F&N J08 NO. DATE SCALE CIVIL DESIGNED RIGHT OF WAY DRAFTED 4017 EAST ROSEDALE STREET FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS 1 FIGURE 4017 E. Rosedale St.dgn / Office. Fort Worth FT112129 Dote: Nov. 06, 2012 - 0644User 02235Fi)e\if\Drawings \Right of Entry \4017 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4021 E. Rosedale St., Fort Worth Rowland Place Blk Lot 1 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Rowland Place, Blk Lot 1 also described as 4021 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ROY L. THOMAS (Please Print) (Signature) i LOT 30 JOSE AUDR4DE 1204 CHICAGO AVE. FORT WORTH, TX 76105 1204 CHICAGO AVE. C.C.F. No. D211052662 D.R.T.C.T. LOT 2 RUBY J. CAMERON 4017 E. ROSEDALE ET. 05 FORT WORTH, T( 76105 5 T. 4017 E. ROSEDALE 5.1, 37 VOLUME 15081, PAGE 38 D.R.T.C.T. 202+00 LOT 1 ROY L. THOMAS 4021 E. ROSEDALE ST. FORT WORTH, TX 76105 4021 E. ROSEDALE ST. VOLUME 9003, PAGE 7 D.R.T.C.T. PROPOSED I PROPOSED SIDEWALK RAMP 0 10' 20' 30 60' 1 ,ioi a,„, 4- 7r 77 PROPOSED DRIVEWAY �PROPOSED 36" SD LINE 1 FREESE NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4E195 Phone - (B17) 735-7300 Fox - <817) 735-7491 Web - www.freese.com f' e.a=11111111 SCALE i '7 /r yr 7, 7' 7, 7' PROPOSED 24" LATERAL BEVER 4051 E FORT 1,' 4051 E C.C.F, I 203.00 204+00 PROPOSED 5' MANHOLE CITY OF WESTWORTH VILLAGE EX—IBIT "A" CIVIL RIGHT OF WAY 4021 EAST ROSEDALE STREET �PROPOSED 30" SD LINE PROPOSED 20' INLET /_ _ri FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 F&N J09 DATE SCALE DESIGNED DRAFTED FILE NO, FT112129 SEPT. 2012 AS SHOWNI MRAI SJSI FIGURE 4021 E. Rosedale St,dgn Office: Fort Worth FT112129 Dole: Nov. 06, 2012 - 01:45:09 PM User: 02235Fllef N:\if\Drawings\Right of Entry \4021 E. Rosedole St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4051 E. Rosedale St., Fort Worth Keen Subdivision BIk Lot 1 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Keen Subdivision, Blk Lot 1 also described as 4051 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: BEVERLY J. GUILLORY (Please Print) (Signature) Sg I 0 10' 210' 3 0.' 6 0' SCgLE N, 1 FEET : ST. 6105 : ST. 3E 7 PROPOSED RAMP PROPOSED 24" LATERAL PROPOSED 5'MANHOLE PROPOSED PROPOSED 36" SD LINE y `30" SD LINE it LOT 1 BEVERLY J. GUILLORY 4051 E, ROSEDALE ST. FORT WORTH, TX 76105 4051 E. ROSEDALE ST. C.C.F. No. D211080251 D.R.T.C.T. PROPOSED SIDEWALK LOT 4 LANDRIS AND BEVERLY GUILLORY 1207 S. CHICAGO AVE, FORT WORTH, 'TX 76105 r -f — 1-- 1207 CHICAGO AVE. VOLUME 7118, PACE 502 D.R.T.C.T. LOT 2 FREDDIE G. ROSEN7,U JR, 4055 E, ROSEDALE ST, FORT WORTH, TX 75105 4055 E. ROSEDALE ST. VOLUME 2133, PAGE 508 D,R.T.C.T. v N 1" Ty/PROPOSE DRIVEWAY 204+00 _ 205+00 At 17 NICHOLS 4055 Inlernoiianol Ploza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - www.freese.com �PROPOSED 20' INLET nt d, iG iG ib CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 4051 EAST ROSEDALE STREET JOS 40` FOR 40` VOLUA FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERNG FIRM F-2144 FEN JOB N0. DATE SCALE DESIGNED DRAFTED FILE FT112129 SEPT. 2012 AS SHOWN MRA SJS FIGURE 4051 E. Rosedale St.dqn Of fice: Fort worth 'FT1l2129' Dote: Nov. 06, 2012 - 01:45:32 PM User 02235File: N:\If\Orowings\RIght of Entry \4051 E. Rosedale St.dgn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4058 E. Rosedale St., Fort Worth A.S. Hall Addition Blk 2 Lot 6 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as A.S. Hall Addition, Bik 2 Lot 6 also described as 4058 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: DOMINGO ROSALES. JR. (Please Print) AIDA ROSALES (Please Print) (Signature) (Signature) PROPOSED 20' INLET :04.00 1'7,OL5 00000AC1-1 0(4. '0 EOz 50607 I 17, 70105 E, ROSEDALE ST, 02102EE028 D.R.1.C.1. j ti NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735.7300 Fox - (817) 735-7491 Web - 000.(reese.corn Office: Fort Worth fPROPOSED 30" SD LINE LOT 5 E! SNADDA) 1'WORLD OUTREACH Gi0. PO BOY. 50607 ram WORTH, TX 76105 4050 E. ROSEDALE F.T. C.C.F. 6,. 0210256G28 O R.T,C.1. PROPOSED DRIVEWAY tj PROPOSED SIDEWALK LOT 6 DO:1IIIG0 JP, ETU /11,o FOSALES .050 E. ROSEDALE ST. FGk0 27 TH, TX 76105 4050 E P0SEDALE ST. VOLUi1E 0270, PAGE 1566 D.R,i.C.T. iG 7 206.00 LOT A CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 4058 EAST ROSEDALE STREET FT112129 Dote Nov. 06, 2012 - 01:4637 PIA User 0223Yfle\Orowings\Right of Entry \4058 E. Rosedole SLdgn DATE SCALE DESIGNED DRAFTED FILE PROPOSED 5'MANHOLE PROPOSED 24" LATERAL �l 7 �PROPOSED 20' INLET L G CORI.'IS`i JR. 5041 AIRPORT F4.'Y, FORT WORTH, 77: 701)7 4062 E, P.USED:=LE ST, VOLUI:C 12575, PAGE 4E15 20,T.C,7, LOT 8 10' 20' 40' SCALE IN FEET FREESE AND NICHOLS, INC. I TEXAS REGISTERED ENDMEERh1G FIR61 F-2144 F&N JOB NO, P7112129 SEPT. 2012 AS SHOWNI 1 MRA SJS FIGURE 4058 E. Rosedole Si.dOn Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4059 E. Rosedale St., Fort Worth Keen Subdivision Mk Lot 3 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Keen Subdivision, Blk Lot 3 also described as 4059 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: JOSE VEGA (Please Print) (Signature) MARIA VEGA (Please Print) (Signature) a k LOT 4 LAf4DRfS AND BEVERLY CALORY 1207 S. CHICAGO AVE. FORT WORTH, TX 76105 i207 CHICAGO AVE. VOLUME 7118, PAGE 502 D.R.T.C.T. 0 10' 20' 30' 60' SCALE IN FEET vi,too s jt DI rAGi 1 7. 05 T. 51 7' LOT 2 FREDDIE G. ROSEIIAU JR, 4055 E. ROSEDALE ST, FORT WORTH, TX 76105 4055 E. ROSEDALE ST, VOLUME 2133, PAGE 508 D.R.T.C.T. 7' /PROPOSED 30" SD LINE FREESE NICHOLS 4055 Internolionol Plozo, Suite 200 Fort Worth, TX 76109-4895 Phone - 4817) 735-7300 Fox - 1817) 735.7491 Web - www.lreose.com Offices Fort Worth T N PROPOSED DRIVEWAY 205+00 LOT 3 JOSS ETUX MARIA. VEGA 4059 E. ROSEDALE ST. FORT t;'ORTH, TX 76105 4059 E. ROSEDALE ST. VOLUME 12125, PAGE 2146 D.R.T.C.T. PROPOSED SIDEWALK CITY OF WESTWORTH VILLAGE EXHIBIT "A" CIVIL RIGHT OF WAY 4059 EAST ROSEDALE STREET FT112129 Dote, Nov. 06, 2012 01t47,01 PO „Uer. 0223FFi1e N'\If\Drowings\Right of Entry\4059 E. Rosedale' St.dgn �cj 1Fi�' 1? 15 %f LOT 15 MARCUS LADREW TUBBS 4063 E. ROSEDALE ST. FORT WORTH, TX 76105 4063 E. ROSEDALE ST. C.C.F. No. D21010851 3 D.R.T.C.T. 206+00 C.C.F. No, D2090619 D.R,T,C,T. LOT P GLENN ETUY. ':h'ILAdER 1212 S. '188.8RK FORT WORTH, TX 1212 NEWARK r VOLUME 7555, P81 O.R.T.C.T. PROPOSED 5'MANHOLE FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FRIA F•2144 F&N JOB NO. FT112129I DATE SCALE ( DESIGNED GRAFTED FILE SEPT. 2012 I AS SHOWNI MRA1SJS FIGURE 4059 E. Rosedale St.dgn ,/ 1 Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4067 E. Rosedale St., Fort Worth W.N. McCorstin Addition Blk 1 Lot 14 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as W.N. McCorstin Addition, Blk 1 Lot 14 also described as 4067 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: ARMANDO HERNANDEZ (Please Print) (Signature) C.C.F. No. D205061930 D.R.T.C.T. 99a 5 LOT P GLEN!N ETU); WILMER GLOVER 1212 S, NEWARK AI E, FORT 'WORTH, TX 76105 1212 I-IEWARK AVE. VOLUME 7555, PAGE 44-6 D.R.T.C,T. QC'G �LDPITI�(i' Oar' 0 O,i. v.P LOT 15 MA,RCUS LADREW TUBBS 4063 E. ROSEDALE ST. FORT WORTH, TX 76105 4053 E. ROSEDALE ST. C.C.F. No, D210106513 D.R.T.C.T. PROPOSED SIDEWALK LOT 14 ARMANDO HERNANDEZ 2000 1',A1SON ST. FORT WORTH, TX 76103 4067 E. ROSEDALE ST. C.C.F. No. 0211101497 D.R.T.C'.T. 7' 7, 7A 7 ''/ 2" PROPOSED DRIVEWAY 206+00 �PROPOSED 30" SD LINE 4055 Internotionol Plaza, Suite 200 Fort Worth. TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.com PROPOSED 5'MANHOLE � PROPOSED RAMP °1.'i11til.: 7' 207+00 PROPOSED 24" LATERAL PROPOSED 20' INLET J 1 iG CITY OF WESTWORTH VILLAGE EXHBIT "A" CIVIL RIGHT OF WAY 4067 EAST ROSEDALE STREET 7/ N' I 1 0 10' 20' 30' 6 SCALE IN FEET Li r1 PROPOSED 24" LATERAL FREESE AND NICHOLS, INC. TEXAS 800(51EREO ENG(900694G FIRM F-2144 F&N JOB NO. FT112179 DATE SEPT. 2012 SCALE DESIGNED DRAFTED FILE AS SHOWN MRA SJS 1 FIGURE Officer Fort Worth FT112129 Dote: Nov. 06, 2012 - 01/49/25 PIA User: 02235'11e/ NA\t(\Drowings\Right of Enlry\4067 E. Rosedale S6dgn 4067 E. Rosedale St.d?n Paving, Drainage, Bridge, Water and Sanitary Sewer Improvements East Rosedale St. (US 287 North Frontage Road to Miller Rd.) 4083 E. Rosedale St., Fort Worth W.N. McCorstin Addition Blk 2 Lots 27, 28 and 29 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as W.N. McCorstin Addition, Blk 2 Lots 27, 28 and 29 also described as 4083 E. Rosedale St., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of removal and reconstruction of driveway, removal and reconstruction of sidewalk and minor grading. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the of , 2013. GRANTOR: UNIGOAL CORPORATION (Please Print) (Signature) JOSE. SANCHLZ 1020 S. SARGENT ST, FORT 1IOR111, TX 76105 1204 SARGENT ST. 1, LOT 11 RICHEY T. 9,1.1111.110 509 S. JUDD ST. WHITE SETTLEMENT, 01,170108 1205 LIE117111( AVE. VOLLICE XXXX. PAGE XXXX 2.03.11.17. 13 9,DDP,'-b6 ; Db,-,-4114 "cipP • 14- .,vr Tt 1 LOT 0 ANTONIO MORENO S5ACHE2 1209 S. NEWARX AT. FORT WORTH, TX 76105 1209 NEWARK AME. i C.C.E. llo.. D2OL346646 LOT 29 PROPOSED RAMP PROPOSED 10' INLET PROPOSED 24" LATERAL 208.00 • FREESE 2NICHOLS 4055 Internotionol Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fox - (817) 735-7491 Web - www.freese.corn C.G.F. 110. 0205:125010 0.0.1.5.2 LOT 0 DISHINGER ECTERPRiDES, LLC 7617 LANE HIGHLANDS DR. FORT WORTH, TX 76179 1208 0001.0111 ST. C.C.C. No, D211173550 D.R.T.C.T. LOT P !/7,R10 ESTRADA SALCE00 1212 S. SARGENT ST. FORT WORTH, TX 76105 VOLUME 13818, PACE 85 — - - 10.01 UTILFTY EOSEMENT - - — - - — - - — - - - — - - — - — .1 ga i',!`,0,5,c. • LOT 28 SP./GOAL CORP, too E. MERRY Sl. FORT WORTH, TX 76110 4085 E. ROSEDALE ST. VOLUIAE 96.95, PAGE 1168 LOT 27 PROPOSED DRIVEWAY 209+00 PROPOSED 30" SD LINE CITY OF WESTWORTH VILLAGE EX—IBIT "A" CIVIL RIGHT OF WAY 4083 EAST ROSEDALE STREET 1 0 10' 20' 40' SCALE IN FEET - PROPOSED SIDEWALK PROPOSED RAMP FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT 210.00 PROPOSED 5' MANHOLE FREESE AND NICHOLS, INC, TEXAS REGISTERED ENGINEERING FIRM F-2144 FDATE FT1121291 &N JOB NO, SEPT. 2012 SCALE AS SHOWN! DESIGNED MRA I DRAFTED SJSI FIGURE FILE 4083 E. Rosedale St.dgn Of flow Fort worth FT112129 Dale: Nov. 09, 2012 - 02,42,33 1164 User' 0223Ylle. NAlf \ Drawings \ Right of Entry \ 4083 E. Rosedale St.dgn GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 I Geotechnical & Environmental Engineering Construction Materials Testing Laboratory Testing June 15, 2012 Mr. Chris Bosco, P.E. Principal Transportation / Infrastructure Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, Texas 76109-4895 GEOTECHNICAL ENGINEERING REPORT E. ROSEDALE STREET US 287 TO NEAR MILLER AVENUE FORT WORTH, TEXAS Dear Chris: The results of our geotechnical engineering study including pavement design for the roadway and bridge foundation recommendations are presented in the following report. This work was performed in general accordance with our Proposal No. 3202, dated January 30, 2012. Thank you for this opportunity to provide geotechnical engineering services on this project. If you have any questions, please let us know. Sincerely, LANDTEC ENGINEERS, LLC Thomas D. Baker, P.E., RPLS Sr. Geotechnical Engineer/Principal TBPE Firm No. F-000329 TBPLS Firm No. 100956-00 Distribution: Above (4) + pdf LANDTEC ENGINEERS. LLC 1700 Robert Road Suite 101 Mansfield, Texas 76063 817.572.2818 817.453.9984 1721 E Rosedale St -Fort Worth -June 2012 TABLE OF CONTENTS Report Overview Page 1 Introduction 1 1.1 Project Description and Overview 1 1.2 Purpose and Scope 1 1.3 Report Format 3 2 Field Exploration and Laboratory Testing 4 2.1 Field Exploration 4 2.2 Laboratory Testing 5 3 Subsurface Conditions 7 3.1 Existing Pavement Materials and Subsurface Stratification 7 3.2 Shallow Subsurface Seepage Observations 10 3.3 Material Characteristics 11 3.4 Area Geology 12 4 Subgrade Recommendations 14 4.1 General Subgrade Considerations 14 4.2 Pavement Subgrade 15 4.3 Additional Recommendations and Comments 17 4.4 Subgrade Requirements 19 5 Pavement Design and Recommendations 20 5.1 General Information 20 5.2 Pavement Design Input Parameters 20 5.3 Jointed Reinforced Concrete Pavement Sections 22 6 Earthwork Recommendations 23 6.1 General 23 6.2 Subgrade Preparation 23 6.3 Placing of Fill Material 24 6.4 Moisture and Density Control 25 6.5 Trench Backfill 27 6.6 Acceptance of Imported Fill 27 6.7 Excavations 28 6.8 Shallow Subsurface Seepage 29 7 Recommended Testing and Frequency 31 7.1 General 31 7.2 Earthwork 31 7.3 Pavement Subgrade 31 7.4 Trench Backfill 32 7.5 Summary of Testing 32 8 General Comments and Conditions 34 LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc APPENDIX A — Field Exploration Information Figure Al through A5 Figure A6 through A25 Figure A26 Figure A27 Plan of Borings Boring Logs General Notes Classification of Soils APPENDIX B — Laboratory Testing Information Figure BI through B2 Summary of Classification Tests Figure B3 Soil -Lime -pH Test Figure B4 Swell Tests APPENDIX C — Dynamic Cone Penetrometer (DCP) Tests Figure Cl through C3 DCP Test Reports APPENDIX D — WinPAS Pavement Design Analysis Reports Figure D1 through D2 Design Reports LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc II REPORT OVERVIEW E. ROSEDALE STREET - FORT WORTH, TEXAS The following is a brief overview of the principal findings in the geotechnical engineering study for the E. Rosedale Street project in Fort Worth, Texas. The report is for the section of E. Rosedale from US 287 to Miller Avenue. Proposed re -construction includes removal of the existing pavement and placement of new concrete pavement for the four -lane undivided roadway. The proposed top of new pavement vertical alignment will basically be near existing grades. Design of subgrade and pavement sections follow the latest version of the City of Fort Worth, Transportation and Public Works Pavement Design Manual, prepared by LandTec Engineers. 1. Borings made along the east bound lane of E. Rosedale Street encountered approximately 1.5" to 12" of asphalt pavement. Red brick was encountered below the asphalt topping in most borings (not all) from US 287 to the Ave. E / Ayers Ave. intersection. Brick was not encountered within E. Rosedale, east of the intersection. 2. Brick are typically underlain by a thin section of sand bedding (1"±) and approximately 4" to 6.5" of reinforced concrete pavement. The concrete is typically underlain by clay subgrade soils and in some cases low quality clayey gravel base material. The clay soils extended to 10 feet in several borings. Limestone rock was encountered as shallow as 2 feet below top of existing pavement grade in some borings. Typically the limestone is encountered approximately 4 to 5 feet below grade. 3. Two borings (P-15 and P-19) encountered sub -standard subgrade and utility backfill material. The area of P-15 has loose sand backfill and the area of P-19 (in Nashville Ave.) has soft clay backfill undergoing settlement, causing the severe pavement distress. Once the existing pavement is removed and the area is proofrolled, limits of the under -compacted backfill material should become apparent. The backfill will need to be excavated (avoiding damage to existing utility lines), the moisture content adjusted, replaced in lifts and compacted, prior to placing the new pavement section. 4. Once the existing pavement materials are removed along E. Rosedale Street, the typical subgrade soils will consist of medium to high plasticity clays. Pavement subgrade stabilization methods discussed in the report include traditional lime stabilization with a minimum stabilization thickness of 8 inches. Other subgrade options are provided for the section of E. Rosedale Street adjacent to Texas LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc III Wesleyan University in the west bound lane adjacent to the large live oak trees. Options include the use of a thin section of crushed stone flexible base, with geotextile (for separation between the base and subgrade) in lieu of lime stabilization. Another option includes a slightly thicker section of concrete paving (approximately one inch additional thickness) placed on compacted non - stabilized subgrade soils with geotextile below pavement joints to prevent loss of fine grained soils through the joints. 5. The pavement design has been performed in accordance with the latest City of Fort Worth, Department of Transportation and Public Works Pavement Design Manual. Jointed Reinforced Concrete Pavement (JRCP) sections have been analyzed using the computer program WinPAS (Pavement Analysis Software) Version 1.0.4 by the American Concrete Pavement Association. The program is based on the 1993 AASHTO "Guide for the Design of Pavement Structures". Concrete pavement sections are provided for E. Rosedale Street and the section of Nashville Ave., north of Rosedale. 6. Please see the report text and appendices for specific geotechnical engineering recommendations and information. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc iV 1 INTRODUCTION 1.1 Project Description and Overview This report presents the results of a geotechnical engineering study for the proposed re- construction of East Rosedale Street from US Highway 287 to just west of Miller Avenue in Fort Worth, Texas. The existing asphalt surfaced roadway will be re -constructed as a 4-lane undivided roadway using Jointed Reinforced Concrete Pavement. The roadway is approximately 11,000 linear feet and we understand grades along the new roadway will be similar to existing grades. The project will consider re -using some of the brick from the existing roadway for a couple of blocks of the new roadway project. Recommendations are provided for brick road construction, including information for installing concrete under the brick. Our services included pavement design borings and items associated with coordinating the field work (utility clearance, traffic control, drilling, sampling, logging, etc.), laboratory testing for soil classification and strength as well as other physical properties, preparation of boring logs, drawings, and, providing the geotechnical engineering report with recommendations for design and construction of the subgrade and pavement. These geotechnical engineering services have been performed in general accordance with the most recent version of the City of Fort Worth's Department of Transportation and Public Works, Pavement Design Manual. Borings were not needed for bridges, culverts, retaining walls and other types of structures. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the existing pavement and subgrade conditions, evaluate the engineering characteristics of the materials encountered, and develop recommendations for the type or types of subgrade treatment and pavement for the roadway project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc determine pertinent engineering properties of the subsurface materials; and, (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. Deliverables for the geotechnical engineering report include engineering analysis and evaluation of the field and laboratory data based on available project concepts. Information provided is as follows: • Plan of borings illustrating the approximate location of each boring • A log of each boring indicating the boring number, depth of each strata, soil description, laboratory tests, and groundwater information • Description of the field exploration and laboratory testing • Laboratory test results included on the boring logs and/or summary sheets/tables • A discussion of subsurface soil and groundwater conditions • Subgrade stabilization recommendations including type and depth of stabilization with recommended percentages, compaction and moisture content for the stabilized subgrade • Pavement design for Jointed Reinforced Concrete Pavement (JRCP) on stabilized subgrade • Recommendations for recycled bricks placed on concrete pavement or other base materials • Provide pavement design following the latest version of the City of Fort Worth Pavement Design Manual • Provide Freese and Nichols, Inc. with four (4) copies of the geotechnical engineering report with a pdf version. Once the design is in progress and available to LandTec Engineers, this report should be reviewed. It is possible, based on the review of the preliminary design that one or more geotechnical recommendations could change. The scope of services did not include an environmental assessment such as a Phase I for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 2 Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. 1.3 Report Format The first sections of the report describe the field and laboratory phases of the investigation. The remaining sections present our recommendations to guide design and construction. Boring Togs, laboratory test results, general information and tables are presented in the appendices at the end of the report. Units used in the report are based on the U. S. Customary (English) foot-pound-second system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), pounds per square inch (psi), and other English units as appropriate. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 3 2 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials along the proposed roadway were explored by a total of 20 borings drilled to a depth of 10 feet May 29, 2012 along the EBL of E. Rosedale Street. One boring was placed in the distressed pavement area of Nashville Avenue, just north of E. Rosedale Street. The boring logs and a key to terms and descriptions on the logs are provided in Appendix A. The borings were drilled with a truck mounted drilling rig using continuous flight augers. Soil descriptions on the boring logs are a compilation of field data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. Periodic observations were made in the borings to observe for shallow subsurface seepage. Water level readings, made at the completion of the borings, are noted on the respective logs. Water levels measurements refer only to those observed at the times and places indicated, and can vary with time, geologic condition, construction activity, rainfall and other factors. Relatively undisturbed samples of cohesive soils encountered in the borings were taken using a thin wall Shelby tube sampler. Depths at which these samples were taken designated "U" are indicated in the "Sample" column of the boring logs. After a Shelby tube was recovered from a boring, the sample was extruded in the field, examined visually and logged. A representative portion was selected, wrapped and sealed to prevent loss of moisture and to protect the sample during transportation. Estimates of the consistency of the cohesive soil samples were obtained in the field using a hand penetrometer. The result of a hand penetrometer reading is recorded at a corresponding depth in the "Penetrometer, TSF" column of the boring logs. When the capacity of the hand penetrometer is exceeded, the value of 4.5+ is recorded. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 4 The limestones were evaluated in place by the Texas Department of Transportation (TxDOT) Texas Cone Penetrometer (TCP) test. Either the number of blows required to produce 12 inches of penetration, or the inches of penetration due to 100 blows of the hammer are noted on the boring log designated "T" in the "Penetration Resistance" column. Dynamic Cone Penetrometer (DCP) tests were performed on existing subgrade soils/materials at selected locations and depths to evaluate the in -situ California Bearing Ratio (CBR). The CBR values are converted to Subgrade Modulus (k, pci) and Resilient Modulus (MR, psi) for use in the pavement design analysis following the City of Fort Worth Pavement Design Manual procedures. 2.2 Laboratory Testing Representative samples of the soils were tested in the geotechnical soils laboratory. Liquid limit and plastic limit tests (Atterberg limits) and percent passing No. 200 sieve were performed on soil samples from the borings in order to classify them according to the Unified Soil Classification (USC) System. Strength properties of the soil were evaluated by performing unconfined compression tests. The results of these tests are reported as Qu values (in tons per square foot). Moisture and density determinations were also made on samples to determine the in situ conditions. Results of the laboratory tests including classification, strength, unit weight and moisture are presented on each respective boring log in Appendix A and a summary is included in Appendix B. Soluble sulfate tests were performed on representative samples of the subgrade soils. A series of soil -lime -pH with Atterberg Limits tests were performed on composite samples of subgrade soils to determine the change in pH and reduction in Plasticity Index versus increasing percentages of hydrated lime. Swell tests were performed on selected samples of the clay soil. Results of these tests are included in Appendix B. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 5 Selected laboratory testing included the following. • Atterberg limits (liquid and plastic limits) tests • Minus No. 200 Sieve • Unit dry weight and moisture content tests • Unconfined Compressive Strength • Soil - Lime - Atterberg Limits - pH series tests on subgrade soils • Soluble Sulfate tests • Swell tests LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 6 3 SUBSURFACE CONDITIONS 3.1 Existing Pavement Materials and Subsurface Stratification Specific types, thickness and depths of existing pavement section materials and subsurface strata encountered in the borings are shown on the attached boring logs. The general subsurface conditions encountered in the borings consist of the following. Borings along E. Rosedale Street Approximately 1.5" to 12" of Asphalt Pavement was encountered. Red brick was found below the asphalt in most borings from US 287 to Ayers Ave. intersection. Some borings did not encounter brick, even though brick was observed in other nearby lanes. Brick was not encountered east of the Ayers Ave. intersection. The bricks are typically underlain by sand bedding, followed by approximately 4" to 6.5" of reinforced concrete pavement. The concrete was typically 6-inches thick and is reinforced with rebar. The concrete pavement is typically underlain by clay subgrade soils. Clay soils extend to 10 feet deep in several borings. Limestone rock was encountered as shallow as 2 feet below the top of existing pavement grade, with typical depths to limestone of approximately 4 to 5 feet below grade. Boring P-15 was drilled in the EBL of Rosedale at its intersection with Wallace Street. The boring, drilled outside of an observed asphalt patch area, encountered approximately 7.5" of asphalt pavement underlain by 4" of base material. The base is underlain by loose sand backfill (blow counts of 5 to 8 blows per foot) to the bottom of boring at 10 feet. This area will require over excavation, replacement in lifts and compaction, prior to placing new pavement. Boring in Nashville Ave. (Existing Distressed Pavement) Boring P-19 was drilled in the north bound lane of Nashville Ave. within a section of distressed asphalt pavement. Prior to drilling the City of Fort Worth Water Department located two existing water lines within the distressed area. The boring encountered approximately 7" of asphalt pavement, underlain by 3" of concrete and 12" of flex base material. The flex base is underlain by soft, moist clay soil FILL to 7 ft., then stiff to very stiff clay from 7 to 10 feet. The pavement distress is likely caused by settlement of soft clay backfill material above and around the two water lines, which were apparently repaired in recent years. We understand the distressed pavement area is included in the section of new concrete pavement. The clay backfill will need to be excavated within the area of distress (which is readily apparent visually), dried and replaced in compacted lifts and tested for minimum of 95% of standard Proctor density. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 7 Borings Adiacent to TWU and the Live Oak Trees Borings P-9 and P-10 were drilled in the EBL of Rosedale adjacent to the section of street in front of TWU and the live oak trees. This is the area where we understand it is preferred to minimize excavations for subgrade preparation to prevent disturbing tree roots. The existing pavement section encountered in P-9 consists of approximately 4" of asphalt over 5" of concrete and underlain by clay near the Wesleyan Street intersection. Note that brick was not encountered in the inside EBL in this boring, however, observations where the asphalt is worn away in other lanes show brick exposed. Boring P-10, drilled between Vaughn Blvd. and Collard St. in the outside EBL, encountered approximately 1.75" of asphalt pavement, brick, thin sand bedding, and, 4.5 inches of reinforced concrete. The concrete is underlain by clay soils to 4 feet, followed by tan weathered limestone rock. In some locations brick can be observed at the surface where the asphalt has been worn away, however, a nearby boring may not encounter brick. Therefore, it appears the brick may have been removed and not replaced where street and/or utility repairs were made in the past. The following Table presents a summary of the existing pavement type and approximate thickness; base materials, depth to clay and limestone rock. Table 3.1 Existing Pavement Section, Subgrade Type, and Rock Encountered at the Boring Locations Boring No. Existing Pavement (Approx. Thickmss Inches) Asphalt Brick Sand Concrete P-1 2 8 4 P-2 1.5 5 6 P-3 2.0 2.5 1.5 6 P-4 2.25 2.25 1.0 6.5 P-5 6.0 6.0 P-6 2.0 2.5 1.5 6.0 P-7 2.5 2.5 1.0 6.0 Base Material Approx. Subgrade Approx. Approx. Base Type Depth Depth to Depth to Clay Limestone (ft.) (ft.) Rock (ft.) Very Stiff Tan Clay Firm to Stiff Clay, Brown Very stiff Tan Clay Very Stiff Tan & Gray Clay Firm to Stiff Tan & Gray Clay 1.1 5.0 1.0 7.0 1.0 5.0 1.0 1.0 Stiff Tan & 0.9 4.0 Gray Clay Stiff Brown Clay 1.0 LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 8 Boring No. Table 3.1 Continued Existing Pavement (Approx. Thickness Inches) Asphalt Brick Sand Concrete P-8 2.0 2.5 1.0 6.0 Base Material Approx. Base Depth (ft.) 0.8 Clayey to P-9 4.0 - * -- 5.0 Gravel 2.0 P-10 1.75 2.5 0.5 4.5 6" Clayey 1.1 P-11 2.75 2.5 1.0 6.5 Gravel to Base 1.6 P-12 5.0 -- 4.0 P-13 2.0 2.5 0.5 6.0 -- 6" Clayey 1.5 P-14 12.0 - * -- Gravel to Base 2.0 4.5" Sandy 0.7 P-15 7.5 -- Clay & to Base 1.0 P-16 11.0 -- -- -- -- P-17 6.5 -- -- -- -- P-18 9.5 -- 12" Flex 0.6 to P-19 7.0 -- 3.0 Base 1.8 P-20 2.0 2.5 1.5 6.0 6" Base Subgrade Type Stiff Brown Clay Very Stiff Tan Clay Stiff Brown Clay Very Stiff Brown Clay Very Stiff Tan Clay Approx. Approx. Depth Depth to to Clay Limestone (ft.) Rock (ft.) 0.9 2.0 0.8 4.0 1.6 5.0 0.8 3.0 0.9 2.0 Very Stiff Tan & Brown 1.5 2.0 Clay Stiff Tan & Gray Lean Clay Stiff Brown Clay Firm Brown Clay Firm Brown Clay Firm Dark Brown Clay Very Stiff Brown Clay 1.0 ** 0.9 7.0 0.5 -- 0.8 1.8 1.5 *Boring in EB, outside lane - no brick; however, brick observed in this area on other lanes where no asphalt topping is present. ** Loose sand backfill from approx. 2 ft. to 10 ft. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 9 Below the pavement materials, the borings generally encountered stiff to very stiff dark brown, brown, tan to tan and gray clays either to the completion depth at 10 feet below the top of pavement or to the top of limestone rock. Borings 1, 2, 3, 6, 9 through 14, and 16, encountered limestone (rock) approximately 2 to 7 feet below the existing top of pavement. Therefore, 11 of the 20 borings encountered limestone rock in the form of either tan weathered limestone or gray limestone. Boring 1 encountered gray limestone rock from approximately 5 to 10 feet and Boring 3 encountered tan weathered limestone rock from approximately 5 to 8 feet, and gray limestone rock from 8 to 10 feet. The tan weathered limestone rock contains interbedded tan clay seams and layers. Borings 1, 2, 3, and 20 encountered fill and possible fill material consisting of dark brown, brown and tan clay to clay and limestone fragments with limestone rock to depths of approximately 4 to 5 feet, and to the completion depth of 10 feet in Boring 20. Typically the fill material in these borings has a stiff to very stiff consistency with adequate shear strength. As previously described, fill material was also encountered in Borings 15 and 19, and this fill material will require specific attention during construction. Texas Cone Penetrometer (TCP) tests performed in the tan weathered and gray unweathered limestone (ROCK) revealed penetration values of approximately 1 to 3 inches per 100 blows. Standard penetration tests (SPT's) taken within the sand backfill in Boring P-15 revealed values of 5 to 8 blows per foot, indicating loose backfill material. The subsurface descriptions presented here are of a generalized nature and describe only the major stratification and features. The individual boring logs included in Appendix A should be reviewed for specific information. 3.2 Shallow Subsurface Seepage Observations Shallow subsurface seepage was not observed in the borings during drilling on May 29, 2012, and the borings were dry at completion. Experience with similar stratigraphic conditions indicates that water tends to flow along the top and through the upper weathered zone of the limestone and that the quantity of groundwater seepage into the foundation excavation will vary with area rainfall. Shallow LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 1 0 subsurface seepage can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in shallow subsurface water and due to the unpredictable nature of subsurface seepage paths. Therefore, it is necessary during construction for the contractor to be observant for shallow subsurface seepage in excavations in order to assess the situation and make necessary changes and/or recommendations. 3.3 Material Characteristics Clay subgrade soils underlying the pavement materials have measured Liquid Limits (LL's) of approximately 38 to 75 and Plasticity Index (PI) values of approximately 17 to 50, with minus #200 mesh sieve values ranging from about 50 to 99. Classifications range from "CL" to "CH" according to the Unified Soil Classification (USC) System. With respect to the plasticity index (PI) of the future subgrade soils, the typical PI ranges from approximately 24 to 39, indicating suitability for use of hydrated lime slurry for the stabilization additive of the pavement subgrade. Unconfined compressive strength values ranging from just below 1 to over 7 tons per square foot (tsf) were recorded on the clay soils. Classification and strength test results are presented on the individual boring logs in Appendix A. Swell tests were performed on selected clay samples to evaluate the swell potential of the subgrade soils. The swell tests indicated swell of less than one percent to just over 1.5 percent for the upper clay soils. Results are presented in Appendix B. Sulfate tests revealed values ranging from approximately 190 to 2,700 mg/L (ppm). See summary of results in Table 3-1 below. Published information on sulfate -induced heave in lime or cement treated soils tend to indicate that there is low potential for sulfate induced heave where levels of soluble sulfates are below approximately 3,000 ppm (per TxDOT research) in the soil and proper LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 11 drainage is maintained. Chemical stabilization of the future subgrade soils should not create a potential for sulfate induced heave of the subgrade soils based on the test results performed for this project and provided that proper drainage of the stabilized soils is maintained. Table 3-1 Summary of Soluble Sulfate Tests (TxDOT 145E) Boring Depth, Sulfate, No. Feet Mg/L P-1 1-2 190 P-3 1-2 220 P-5 3-4 840 P-7 1-2 1900 P-10 1-2 2000 P-17 1-2 1875 P-19 2-3 2700 3.4 Area Geology Based on observations and geological maps, East Rosedale Street from US 287 to near Miller Avenue generally lies within several geological formations including the undivided section of the Pawpaw Formation, Weno Limestone, and Denton Clay. The section of Rosedale immediately east and west of Sycamore Creek (to approximately Sycamore Park Drive) consists of alluvial soils deposited by the creek along with fill material placed to elevate the street. Alluvial materials consist of clay, silty and sandy clay, sand, and gravel overlying shale and limestone. Fill material used to elevate the roadway typically consisted of clay with some limestone fragments and rocks. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 12 The Pawpaw formation is approximately 10 to 25 feet thick and is composed of brown clays and shaly clays with occasional thin sandy limestone layers. The clays are expansive and can undergo significant shrink -swell potential with changes in moisture content. The underlying Weno formation is some 60 feet thick and composed of clays, shales, marls, and limestones. The Denton formation underlies the Weno formation and is some 25 feet thick. It is composed of marls, calcareous shales and limestones. The far east section of E. Rosedale lies within the Main Street and Grayson Formations. The Main Street limestones include chalky limestone with interbedded calcareous shale with total thickness of some 20 to 35 feet. The Grayson formation consists of calcareous clays and clays with thin bedded limestone units. The thickness is approximately 60 to 100 feet. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 13 4 SUBGRADE RECOMMENDATIONS 4.1 General Subgrade Considerations The following paragraphs provide information for subgrade preparation for the proposed roadway which will have Jointed Reinforced Concrete Pavement (JRCP) placed on stabilized subgrade. Finish grades for the proposed roadway section will generally match exiting grades. Following removal of the existing pavement materials, the subgrade will typically consist of clay soils along most sections of the roadway. Some sections of subgrade, especially through the elevated portion east and west of the Sycamore Creek Bridge could encounter clay with gravel and limestone fragments, as well as clay and rock fill material, placed when the original street was constructed. Future subgrade conditions will be impacted by utility installations and backfill conditions. Construction of utilities and excavation of the existing pavement could create a mix of clay and gravel base material, or clay and limestone rock as the future subgrade material in many locations. The final subgrade soil conditions will only be known once the roadway is excavated and is dependent on how the contractor backfills, mixes the materials, and prepares the final subgrade. The entire subgrade should be proofrolled with a heavy pneumatic tired roller making several passes over the area. See Section 6, Item 6.2 for specific recommendations for proof rolling. The on -site soils, free of vegetation, debris, and rocks greater than four -inches in maximum dimension are suitable for use in site grading. If imported fill is required it should be clean soil such as sandy lean clay with a Liquid Limit Tess than 40 percent and a Plasticity Index between 10 and 20. Upon achieving final subgrade elevation and after installation of utilities, the subgrade should be sampled approximately each 500 linear feet per lane direction to the 8-inch depth or as directed by the project geotechnical engineer. Perform soil -lime -pH tests for several different percentages of lime on selected representative samples to confirm the design recommendations for the amount of lime to be added. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 14 4.2 Pavement Subgrade In order to provide recommendations for subgrade stabilization, the following information is provided for planning purposes during this stage of the design process. As described previously, the anticipated subgrade soils were evaluated, however, the final subgrade soil type and stabilization requirements are unknown due to future utility excavations and general grading along the roadway. Laboratory testing of the anticipated subgrade soils consisted of Atterberg limits tests and percent passing No. 200 sieve. In addition, a series of soil -lime -pH tests with selected liquid and plastic limit tests were conducted on the natural subgrade soils in order to determine optimum stabilization additive contents for the purpose of soil stabilization below paving. In these tests, soil pH and plasticity index was evaluated as a function of the percentage of dry soil weight. These test results are included in APPENDIX B and present data for hydrated lime as the recommended stabilization additive. This information was used along with engineering judgment and experience to estimate an application rate for soil treatment. Based on the test results, an application rate of approximately 40 pounds of lime per square yard of surface area for the 8-inch subarade thickness is recommended at this time. The estimated application rate is based on a soil unit dry weight of 100 pcf and 6 percent stabilization additive. This application rate can be used for estimating purposes. The actual application rate should be determined at the time of construction by sampling the finish subgrade soil and testing to determine the optimum stabilization content. The stabilized subgrade should extend a minimum of 12 inches outside the curb line if the curb is replaced. This will improve the support for the edge of the pavement and also lessen the "edge effect" associated with shrinkage during dry periods. Construction of the stabilized subgrade should follow the most recent version of Section 32 11 29, Lime Treated Base Courses of the new City of Fort Worth Standard Construction Specification Documents, Revised July 1, 2011 or later versions. The subgrade should be compacted to a minimum of 95 percent of Standard Proctor (ASTM D 698) at a moisture content ranging from optimum to four (4) percentage points LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 15 above optimum (0 to +4). The moisture content and density of the completed subgrade section must be maintained until the paving is complete. If the completed subgrade is machine milled to achieve a smooth, level surface, depth checks must be performed again to verify the milling machine has not reduced the minimum required subgrade thickness. Depending on the outcome of the additional depth checks, the Engineer may require the subgrade to be reworked with additional stabilization additive. Once the subgrade is completed, any area of the finished subgrade that is below the final desired grade (shy of grade) based on survey, blue tops, string line, laser, etc. (and meets the minimum required thickness) will not be allowed to have lime treated soil (trimmings) added to achieve grade. This is also called "scabbing on material" and will not be allowed. Any low area will require additional depth of pavement. The Contractor should make provisions for maintaining the approved compacted subgrade in a moist condition for the curing time of three to five days, depending on weather conditions and as directed by the engineer. The requirement is to maintain the in situ moisture, approximately two (2) percentage points above optimum throughout the treated section. This is to be accomplished either by regular watering or by addition of an asphalt emulsion material at the rate of 0.10 to 0.20 gallons per square yard as determined by the Engineer. The asphalt emulsion used should be of the type and grade shown as on the plans or as approved by the Engineer. During this curing time, all construction vehicles should be prohibited from the subgrade. The contractor should maintain the completed subgrade within the limits of the contract in good condition, satisfactory to the Engineer as to grade, crown and cross section until such time as the next course is constructed. All irregularities or other defects that may occur shall be repaired by the Contractor. Project inspectors and the contractor should be aware of the potential for sulfate induced heave within the lime stabilized subgrade, and especially to observe for heave of the subgrade during the initial mixing, compacting and mellowing timeframe. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 16 4.3 Additional Recommendations and Comments As described in Section 3, Subsurface Conditions, two areas of sub -standard backfill material were encountered. The original boring plan included a boring within the distressed pavement section on Nashville Avenue. However, the loose sand backfill encountered in the boring drilled just east of Wallace Street was not planned, but by coincidence. Therefore, other locations along E. Rosedale could have soft clay and/or loose sand backfill that will be encountered during construction as the contractor removes the existing pavement section and proofrolls the underlying subgrade materials. Therefore, some consideration should be given to including a line item in the bid documents for over -excavation and repair of soft areas within the subgrade. Boring P-15, drilled east of Wallace Street in the outside EBL, was located adjacent to a water line repair and asphalt patch. The boring was drilled away from the repair location, however, loose sand backfill was encountered to the completion depth at 10 feet. This area should be investigated during construction to determine the limits of the loose sand in order to repair/improve the density of the backfill prior to placing the new pavement section. The section of severe pavement distress on Nashville Avenue, at its intersection with Avenue E and Thrall Street, is located within a patch area where two water lines were marked by Fort Worth Water Department. It appears that water line repair work has been performed in the past at this location and the area has been backfilled and patched. Boring B-19 encountered approximately 7 inches of asphalt pavement, 3 inches of concrete and 12 inches of flexible base material. Soil encountered below the pavement section consists of clay backfill to a depth of approximately 7 feet. The clay is soft and moist, not compacted to proper density and is undergoing settlement, causing the pavement section to drop and crack. Repair of this area will require over -excavation of the soft clay soil within the upper 5 to 7 feet. The soils can be processed and dried to near optimum moisture and returned to the excavation in 8-inch thick lifts and compacted to a minimum of 95% of standard Proctor density (ASTM D698). An option to reusing the clay from the excavation is use of off -site select fill material with a Plasticity Index of 6 to 15 and compacted to similar moisture and density as referenced here. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 17 In the area of live oak trees adjacent to Texas Wesleyan University an 8-inch lime stabilized subgrade or an 8-inch crushed limestone flexible base (TxDOT Item 247, Type A, Grade 1) can be used for this section of the roadway. An option includes the use of thicker concrete pavement [increase the pavement section by one (1) inch] placed compacted subgrade. Woven geotextile should be placed on the compacted and tested subgrade at pavement joint locations, to limit loss of fines through the pavement joints. Subgrade conditions with significant shrink -swell are not anticipated where new pavement replaces existing pavement. The existing roadway has developed a fairly uniform moisture regime since the pavement has been in place for many years. The in situ moisture content of the subgrade, exposed following removal of the existing pavement section, should be maintained at or near optimum moisture content and not allowed to dry out or become overly wet. The in -situ moisture content of the subgrade should be maintained as near as possible to the original moisture. Storm water should not be allowed to pond on the subgrade and should be removed within 8 hours or less. Where the roadway is widened beyond existing curbs, new turn lanes, etc., the subgrade soils are subject to shrink/swell potential due to variations in moisture content since they would not have been protected by existing pavement. Therefore, differential soil movements should be anticipated in locations where new pavement sections will be added in locations where pavement did not previously exist. Stabilized subgrade design is directed toward "stiffness and strength". The important measurement is stiffness, i.e., the Resilient Modulus, which is the value used for the subgrade in pavement design. Since this is a critical value in the design process, and one selected based on typical values for lime stabilized subgrade, the actual "in place" constructed value must be equal to or exceed the design value. A common method to determine the in -situ modulus is the Dynamic Cone Penetrometer (DCP) test which can be performed in the field on the compacted and cured lime stabilized subgrade. The latest version of the City of Fort Worth Pavement Design Manual recommends this test be performed to collect actual field data for lime stabilized subgrade. The test verifies the field modulus value is at least that used in design. The contractor can achieve the required moisture content and density requirement for the stabilized subgrade, however, measurement these two criteria are uniquely different. One measure does not LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 18 necessarily confirm the other since the contractor can achieve the compaction specification on the wet or dry side of optimum moisture content. The DCP test is a quick, efficient field test resulting in direct correlation with the Resilient Modulus, which should be incorporated into the construction phase testing to provide subgrade strength baseline data for the City of Fort Worth. One DCP test per each 1000 linear feet for the project is recommended. These tests will not be used to determine compliance or non-compliance at this time, but, only to include in the City's database for stabilized subgrade. 4.4 Subgrade Requirements General recommendations for subgrade and paving materials are provided as follows: • Lime Stabilized Subgrade — If hydrated lime is used as the stabilization additive, follow TxDOT Item 260 and apply the hydrated lime at an application rate of approximately 40 pounds of hydrated lime per square yard for the 8 inch thickness. The actual amount of lime stabilization will be dependent on the final subgrade soil type. Compact to a minimum of 95 percent of Standard Proctor (ASTM D 698) at a moisture content between optimum and four percentage points above optimum (0 to +4). • Crushed Limestone Flexible Base Material - TxDOT Item 247, Type A, Grade 1. If flexible base material is required for this project, the material should be compacted to a minimum of 95 percent of Modified Proctor (ASTM D 1557), at or slightly above optimum moisture. If re -cycled concrete base material is used it must comply with the requirements of Item 247, Type F. • Compacted Subgrade — After achieving final grades the subgrade must be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test (ASTM D 698) to a moisture content ranging from optimum to four (4) percentage points above optimum (0 to +4). • Woven Geotextile for use where stabilization or placement of flexible base material is not possible in the area of the large live oak trees along the north side of E. Rosedale St. adjacent to the Texas Wesleyan Campus. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 19 5 PAVEMENT DESIGN AND RECOMMENDATIONS 5.1 General Information The latest draft version of the COFW Pavement Design Manual (PDM) (following the June 6, 2012 meeting) will require a minimum Jointed Reinforced Concrete Pavement (JRCP) thickness of 9.0 inches for E. Rosedale Street. The latest rebar requirement per the June 6, 2012 meeting with COFW Pavement Design Committee will require #4 rebar on 18 inch spacing each way for the 9 inch thick pavement. Contraction joints will need to be each 18 ft. max, with dummy saw joints alternating with doweled contraction joints. Expansion joints should be placed at all intersections, beginning and ending of all horizontal curves, where pavements abut structures or similar items, and otherwise at a maximum spacing of 300 feet. As indicated here, the rebar requirements, spacing, etc. are preliminary and based on a meeting with the pavement design committee June 6, 2012. The new PDM requires the Civil Consultant provide a detailed jointing plan. Where brick will be used in some sections of the new roadway, we recommend the use of 7.0 inches of JRCP to support the brick. This would be similar to the existing roadway where in most cases we found the brick was placed on a thin layer of sand bedding, which was inturn supported by the reinforced concrete pavement. 5.2 Pavement Design Input Parameters We understand E. Rosedale Street is classified as a Minor Arterial. The latest version of the Pavement Design Manual (PDM) states the minimum pavement thickness is 9.0 inches for this classification. Nashville Avenue is classified as Residential -Urban / Collector and a minimum of 7.0 inches of concrete pavement is recommended by the City of Fort Worth PDM. Traffic information provided indicates an estimated 18 Kip Equivalent Single Axle Load (ESAL) application rate of approximately 6,800,000 ESAL's for E. Rosedale Street and approximately 1,500,000 ESAL's for Nashville Avenue. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 20 Pavement thickness analyses were performed using the computer program WinPAS (Pavement Analysis Software) Version 1.0.4. The program is based upon the 1993 AASHTO "Guide for the Design of Pavement Structures". Reference to AASHTO indicates American Association of Highway Transportation Officials. Information provided in Table 5-1 includes the design input data for performing the design. Table 5-1 Pavement Design Input Summary, Reinforced Concrete Pavement WinPAS Design Design Parameter Design Life Annual Growth Rate Reliability Design ESAL's Initial Serviceability Terminal Serviceability Overall Standard Deviation Load Transfer, J Drainage Coefficient Design CBR (raw subgr.) Design CBR (stabilized) Resilient Modulus (raw) Resilient Modulus (stabilized) Effective Modulus of Subgr. Reaction, k Loss of Support Subgrade Stabilization Thickness Concrete Modulus of Elasticity (3,600 psi concrete) Concrete Modulus of Rupture (3,600 psi concrete) East Rosedale Street (Minor Arterial) 30 years 2.5% 85% 6,800,000 4.5 2.5 0.39 3.0 1.0 3.0 15.0 4,118 psi 12,391 psi Nashville Avenue (Residential -Urban / Collector) 25 years 1.0% 85% 1,500,000 4.5 2.5 0.39 3.0 1.0 3.0 15.0 4,118 psi 12,391 psi 220 psi/in 220 psi/in 0 0 8.0 in 8.0 in 4,000,000 psi 4,000,000 psi 620 psi 620 psi LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 21 5.3 Jointed Reinforced Concrete Pavement Sections Based on the results of our pavement design analysis, the following pavement sections are provided for 3,600 psi (28-day compressive strength) Jointed Reinforced Concrete Pavement for E. Rosedale Street and Nashville Avenue. Table 5-2 Jointed Reinforced Concrete Pavement Sections Roadway Pavement Thickness, Lime Stabilized Inches Subgrade Thickness, inches East Rosedale Street (US 287 to Near Miller Ave.) Nashville Avenue (E. Rosedale, north to one- half block north of Ave. E, including existing distressed asphalt pavement section) 9.0" 8.0" 7.0" 8.0" LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 22 6 EARTHWORK RECOMMENDATIONS 6.1 General On -site soils, free of vegetation, debris, and rocks greater than 4-inches in maximum dimension are suitable for use in general site grading. If imported fill is required it should be clean soil such as sandy lean clay with a Liquid Limit less than 40 percent and a Plasticity Index between 10 and 20. General grading should be such that water will not pond under or next to paving following periods of rainfall. 6.2 Subgrade Preparation Stripping should consist of the removal of all topsoil, roots, vegetation and rubbish not removed by the pavement removal operation. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the subgrade. Clay soils have poor subgrade characteristics and can become soft and pump with an increase in moisture content. If soft clay soils are encountered at the time of construction, they will need to be undercut and replaced with suitable fill material. If conditions at this depth are soft and wet, additional soils will have to be removed down to firm soil. The firm soil should be scarified to a minimum depth of 8 inches and recompacted to a minimum of 95 percent of maximum dry density at moisture contents between optimum and 5 percentage points above optimum, as determined by ASTM D 698 (Standard Proctor), in accordance with procedures recommended previously in this section. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar equipment weighing approximately 25 tons. The proof rolling operations should be observed by the project geotechnical engineer or his representative. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 23 Slopes which will receive fill should be loosened by scarifying or plowing to a depth of not less than six inches. The fill material should be benched into the existing slope in such a manner as to provide adequate bonding between the fill and slope, as well as to allow the fill to be placed in horizontal lifts. In areas of the subgrade which, in the opinion of the project geotechnical engineer, are too soft, wet or otherwise unstable to allow fill construction to begin, the use of thicker lifts of soil and/or the use of thicker lifts in combination with a geogrid may be required. The traffic of heavy equipment, including heavy compaction equipment, may create pumping and general deterioration of the soil. Occasionally some soils have to be excavated, mixed and dried, and replaced. At times, excavating and replacing with selected soils and/or chemically treated materials is required before an adequate subgrade can be achieved. Therefore, it should be anticipated that some construction difficulties will be encountered during periods when these soils are saturated. 6.3 Placing of Fill Material Fill materials should be placed on a properly prepared subgrade as specified. The combined excavation, placing, and spreading operation should be done in such a manner to obtain blending of material, and to provide that the materials, when compacted in the fill will have the most practicable degree of compaction and stability. Materials excavated from cut sections and/or borrow sources and hauled to construct fills must be mixed and not segregated, except where such segregated soil zones are required. All fill should be placed in horizontal lifts. Filling along (parallel to) slopes should not be permitted. In areas where slopes will be constructed using fill, the fill should extend beyond finished contours and cut back to grade. If the surface of the fill is too smooth and hard to bond properly with a succeeding layer, the surface should be roughened and loosened by discing before the layer is placed. Where fill is to be placed next to existing fill, that fill should be removed to unweathered, dense material. Each layer should be benched and disced as adjoining lifts are placed. Material hauling equipment should be so routed over the fill surface to distribute the added compaction afforded by the rolling equipment, and to prevent the formation of ruts on the fill surface. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 24 The surface of the fill should be graded to drain freely and maintained throughout construction. During the dumping and spreading process, the contractor should maintain at all times a force of men adequate to remove all roots and debris and all rocks greater than four inches in maximum dimension from the fill materials. No rocks should be allowed within the final eight inches of subgrade. In the event of slides in any part of the fill prior to final acceptance of the work, the contractor should remove material from the slide area and should rebuild such portion of the fill as requested by the engineer. 6.4 Moisture and Density Control Following the spreading and mixing of the fill, it should be processed by discing throughout its thickness to break up and provide additional blending of materials. Discing should consist of at least two passes of the disc plow. Additional passes of the disc plow should be made necessary to accomplish breaking up and blending the fill. The recommended loose lift thickness is eight inches. The moisture content of the soil should be adjusted, if necessary, by either aeration or the addition of water to bring the moisture content within the specified range. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Any layers which become damaged by weather conditions should be reprocessed to meet specification requirements. The compacted surface of a layer of fill should be lightly loosened by discing before the succeeding layer is placed. When the moisture content and the condition of the fill layer are satisfactory, compaction should be made with a tamping -foot roller (sheepsfoot with cleaner teeth) similar to a Caterpillar 815 or 825 Compactor. The tamping -foot length should be a minimum of eight inches. Vibratory tamping foot rollers (sheepsfoot rollers) may be required for compaction of some types of fill material, particularly the sandy soils. The roller should weigh no less than 2,000 pounds per linear foot of drum width. The fill material should be compacted to a minimum of 95 percent of the maximum dry density as determined by the moisture -density relations test method ASTM Designation D 698. The moisture content should range between two percentage points below optimum to five percentage points above optimum (-2 to +5) for soils with a plasticity LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 25 index (PI) of less than 20. For soils with a PI of 20 or greater, the moisture content should range between optimum and five percentage points above optimum (0 to +5). The moisture content ranges specified are to be considered as maximum allowable ranges. The contractor may have to maintain a more narrow range (within the maximum allowable) in order to consistently achieve the specified density for some soils or under some conditions. The moisture content and density of all fill material should be maintained at the specified range of moisture and density. Fill behind below -grade walls should be compacted with hand -operated tampers or Tight compaction equipment immediately adjacent to the wall. A loose lift thickness of four to six inches is typically required for hand -operated tampers. Backfill on structures receiving fill on both sides should be kept within two feet of the opposite side. Field density tests should be taken as each lift of fill material is placed. A minimum of one field density/moisture content test should be performed each 250 linear feet of lane direction. A minimum of two tests per lift should be required. Horizontal and vertical control of each moisture -density test location is recommended. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnical engineering technician working in conjunction with the project geotechnical engineer. The contractor should assist the technician in taking tests to the extent of furnishing labor and equipment to prepare the areas for testing and curtailing operations in the vicinity of the test area during testing. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the sole responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. In general, final fill or cut slopes constructed in the soils at the site should be maintained on slopes no steeper than 4 horizontal to 1 vertical (4H:1 V). In some cases a 4H:1V slope may not be stable depending on the soil type, height of slope and subsurface seepage issues. In these cases, a site specific slope analysis will be required, especially for slopes over about 6 feet. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 26 All slopes, whether temporary construction slopes or permanent fill slopes, should be designed to allow drainage at planned areas where erosion protection can be provided, instead of allowing surface water to flow down unprotected slopes. Vegetative ground cover should be provided as soon as practical on completed slopes. 6.5 Trench Backfill Trench backfill for utilities should be properly placed and compacted. Dense or dry backfill can swell and create a mound along the ditch line while loose or wet backfill can settle and form a depression along the ditch line. Distress to overlying structures, pavements, sidewalks, etc. can occur if heaving or settling happens. A granular bedding material is recommended for pipe bedding. Clean coarse sand or well graded crushed rock make good bedding materials. Care should be taken to prevent the backfilled trench from becoming a French Drain and piping surface or subsurface water beneath structures or pavements. The use of concrete cut-off collars or clay plugs may be required to prevent this from occurring. Trench backfill should be placed in horizontal lifts. The backfill should be compacted in uniform lifts of 8 to 12 inches and be tested for moisture and density. We recommend that each lift be tested with spacing of 100 to 200 feet along the trench. Compaction should be to a minimum of 95 percent and a maximum of 100 percent of Standard Proctor density (ASTM D698) at a moisture content ranging from one percentage point below optimum to four percentage points above optimum (-1 to +4). 6.6 Acceptance of Imported Fill The owner must approve any soil hauled onto this project from off -site sources by obtaining a written and notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification must be furnished to the owner prior to furnishing soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks shall not be used as fill on this project. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 27 6.7 Excavations Excavations for utilities, pipelines, foundations, bore pits for pipe jacking and open cuts could encounter unstable soils and shallow subsurface seepage. In general, suitable temporary excavation slopes across the site will vary. Due to the variable subsurface conditions and groundwater, one slope angle will not be stable at all locations across this large site. Some soil conditions at the site will become unstable using typical slope angles. Unstable soils include, but are not necessarily limited to, (1) jointed, fissured, and slickensided materials; (2) soils with pockets or layers of sand or gravel; (3) limestone with vertical and angular fracture planes; and (4) soils and rocks with groundwater seepage occurring. Slopes in these types of soils may become unstable during periods of wet weather or as loads are applied to the top and/or along the slope. The stability is also affected by weather conditions, excavation depth, adjacent structures, construction equipment, and the length of time the excavation will remain open. Caution is advised when making excavations since cave-ins could occur and create an unsafe worker condition. Soils can typically be excavated with conventional earthmoving equipment. However, excavation equipment varies and field conditions may vary. Generally the weathering process is erratic and variations in the weathered and unweathered limestone rock or profile can occur in short vertical and horizontal distances. Therefore, it is possible that some weathered and unweathered rock will be difficult to excavate and will require difficult excavation techniques. In some sections of the roadway, excavations could encounter hard to very hard limestone (ROCK). Penetration into and through the rock typically requires large heavy duty track hoes with rock tooth buckets, the use of hoe ram attachments and rock saws. Foundation installation will require rock tooth auger bits, and could also require core barrels, drop chisels and other hard rock tools. Excavations should be shored to provide stability up -slope and to protect construction workers. In all cases, the requirements of the Occupational Safety and Health Administration (OSHA) must be followed. It is important for the contractor to monitor the slope stability by observation and measurement, and to prevent excessive loads (especially heavy vibratory loads) from being applied to the slope. The contractor should be responsible for maintaining the slopes in a safe condition during construction and the LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 28 use of slope stability monitoring equipment is recommended. This report has not been prepared for trench safety and/or excavation and fill / cut slope design. In the Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. LandTec Engineers, LLC does not assume responsibility for construction site safety or the contractor's or other parties' compliance with the local, state, and federal safety or other regulations. 6.8 Shallow Subsurface Seepage Shallow subsurface seepage was not observed in the borings drilled May 3 and 4, 2012. However, shallow subsurface seepage could be encountered within excavations depending on the depth of the excavation and rainfall prior to construction. Basically, it is anticipated the seepage can be allowed to drain into a sump or ditch within the excavation and the water can be pumped. The decision as to the method for handling seepage water, depends upon such factors as the soil characteristics within the excavation depth, site hydrogeology, the size and depth of the excavation, method of excavation and side slopes, the proximity of existing structures, their depth and foundation type, and the design and function of the proposed structure. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 29 Choice ufo particular method or combination of methods for devvotehng any given excavation will require an analysis of the subsurface soil and seepage oondibono. the n9qUiP8DleDtS of the VVO[k. and the CODtn8CtOr'S 8Xp8[ieO08 with d8VV8t8hOg 8XC8V8tiODS. (]DC8 these facts are kDOVVD, C0OSide[8UOD can be given to the V@[iOUS Dl8thOdS 8V8i|8b|8 for handling Q[OUDd VYGte[ and 8 S8|eCUOD can be made as to @ SUit@b|8 method. Acertain amount Offlexibility iSimportant iDthe d8VV8te[iDgprocess. Although G QSOtHChOiCG| study has been Dl@dG' some unanticipated subsurface conditions could exist. LANDTE[ENGUNEERS 1721 ennoouaieSt-Fort Worth -June uo12.uvo 30 7 RECOMMENDED TESTING AND FREQUENCY 7.1 General The following field and laboratory testing, and frequencies are recommended. These are not intended to encompass all testing requirements for the project, but merely to guide in the overall quality control of the project and are not necessarily limited to the following. 7.2 Earthwork Fill material placed within the roadway and embankment areas should be compacted in maximum of eight (8) inch loose lifts to a minimum of 95% of Standard Proctor at a moisture content ranging from two (2) percentage points below optimum to five (5) percentage points above optimum (-2 to +5) for soils with a Plasticity Index (PI) of 20 or less. For soils with PI over 20, the moisture content should be optimum to five over (0 to +5). Field density tests should be performed on the compacted fill at the rate of one test per each 250 linear feet of lane direction per lift. A minimum of two (2) tests per lift should be required, regardless of the area. 7.3 Pavement Subgrade Once the final grades are achieved, the subgrade should be observed to determine the soil type. Subgrade samples should be obtained and tested in the laboratory to determine the appropriate stabilization additive and optimum content needed. During application and mixing, depth checks and gradation tests should be made by the testing laboratory. Gradation tests should be performed for each 250 linear feet of roadway per lane direction with a minimum of one test per section. A check for correct depth of stabilization should also be made. Compact the stabilized subgrade to a density of not less than 95 percent of the maximum dry density determined by Standard Proctor (ASTM D698) at a moisture content ranging from optimum to four percentage points above optimum (0 to +4). Maintain the moisture content and integrity of the completed subgrade section until the pavement is placed. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 31 Field density tests should be taken at the rate of one test per each 250 linear feet of lane direction with a minimum of two (2) tests per section. 7.4 Trench Backfill Trench backfill for utilities should be properly placed and compacted. Dense or dry backfill can swell and create a mound along the ditch line. Loose or wet backfill can settle and form a depression along the ditch line. Distress to overlying structures, pavements, side walks, etc. can occur if heaving or settling happens. A granular bedding material is recommended for pipe bedding. Clean coarse sand, well rounded pea gravel, or well graded crushed rock make good bedding materials. Care should be taken to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures or pavements. The use of concrete cut-off collars or clay plugs may be required to prevent this from occurring. If the on -site soils are used for trench backfill, they should be compacted to between 95 and 100 percent of Standard Proctor (ASTM D 698) at a moisture content ranging from optimum to four percentage points above optimum (0 to +4). Field density tests should be taken at the rate of one test per lift, per each 250 linear feet of trench. 7.5 Summary of Testing General Earthwork Density: Minimum of 95% of Standard Proctor Moisture: -2 to +5 (soils with PI < 20) & 0 to +5 (soils with PI >20) Lift Thickness: 8 inch loose lifts Field Density Tests: 1 test per each 250 linear feet of lane direction per lift Subgrade Sampling Upon the completion of final subgrade and after installation of utilities, sample the subgrade each 250 linear feet per lane direction to eight (8) inch depth or as directed by the geotechnical engineer. Perform Atterberg Limits and pH tests versus the selected stabilization additive for several different percentages, i.e. 2, 4, 6 and 8 percent, on selected representative samples. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 32 Lime Stabilized Subgrade Density: Moisture: Lift Thickness: Field Density Tests: Field Gradation: Depth Check: Trench Backfill Density: Moisture: Lift Thickness: Field Density Tests: Minimum of 95% of Standard Proctor ASTM D698 0 to +4 8 inches 1 test each 250 linear feet of roadway per lane direction 1 per each 250 linear feet per lane direction 1 per each 250 linear feet per lane direction Minimum of 95% and Maximum of 100% of Standard Proctor (ASTM D 698) -1 to +4 8 to 12 inches 1 test per lift each 150 linear feet of trench; 1 test per lift each 2,500 square feet of surface area for culvert backfill; in fill sections under paving, the top 2 feet of backfill must be compacted to a minimum of 100%. Crushed Limestone Flexible Base Density: Moisture: Lift Thickness: Field Density Tests: Minimum of 95% of Modified Proctor ASTM D1557 -1 to +3 8 inches (maximum) 1 test per each 250 linear feet per lane direction with minimum of 2 tests per lift LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 33 8 GENERAL COMMENTS and CONDITIONS In any geotechnical study, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the boring. However, during construction, anomalies in the subsurface conditions are quite often revealed. Therefore, it is recommended that the project geotechnical engineer be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the project geotechnical engineer to stay abreast with the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. It is proposed that construction observation commence at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the geotechnical / materials engineer. This results in a clear, direct line of communication between the owner or his representative and the geotechnical / materials engineer. The services described in this report were performed consistent with generally accepted geotechnical engineering principles and practices. No other warranty, expressed or implied, is made. These services were performed in agreement with our client. This report is solely for the use and information of our client unless otherwise noted. Any reliance on this report by a third party is at such party's sole risk. Opinions and recommendations contained in this report apply to conditions existing when services were performed and are intended only for the client, purposes, locations, time frames, and project parameters indicated. We do not warrant the accuracy of information supplied by others, or the use of segregated portions of this report. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 34 The conclusions and recommendations in this report are invalid if: • the road is relocated; • the report is used for adjacent or other property, roads or buildings; • grades, ground -water levels, or both, change between the issuance of this report and construction; • any other change is implemented that materially alters the project from that proposed when this report was prepared The boring logs do not provide a warranty of the conditions that may exist at the entire site. The extent and nature of subsurface soil and ground -water variations may not become evident until construction begins. Variations in soil conditions between borings could possibly exist between or beyond the points of exploration or groundwater elevations may change, both of which may require additional studies, consultation, and possible design revisions. Any person associated with this project who observes conditions or features of the site or surrounding areas that are different from those described in this report should report the differences immediately for consideration and evaluation. This report was prepared solely for the use of our client and should be reviewed in its entirety. It is recommended that LandTec Engineers be retained to review those portions of the plans and specifications for this project that pertain to geotechnical recommendations contained in this report as a means to determine whether the recommendations have been interpreted as intended. This is typically done when the plans are at the 50 to 75 percent design level. LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc 35 APPENDIX A 0 444 . • —I e 444t CO co rri 0 0 V.) > m N.) 7313 0 x > m 01 rri Fri r- 0 z 0 c 0 co C) c m forls.ti 044* -44 44,441141,44444 444o,,,trt 0.444°44 :'44,114414- 44.4444, 44 44,4 mat 4. 4°4°44'1' 4:4, 4,44474,104;44,,,,,, "44 SVX31 1-1180M 180J S 01 L9Z 'Wig 13381S HOV38 -13 m r- > z 0 (.4 0 M -11 0 > CO I— 0 (1)Z —IC) V) ‘4* t4. ' • 61.M.1.0.111,4 14'1 11414° • :44.144444.444.40 A A 1— ' „etria:""s 0 15 30 SCALE IN FEET E ROSEDALE t ROSEDALE NOTES: 1. BORING LOCATIONS ARE APPROXIMATE. 2. BORINGS P-5, 6, 7 & 8 WERE DRILLED IN THE OUTSIDE EBL. 3. BORING P-9 WAS DRILLED IN THE INSIDE EBL. Afirkw4- ---VitttStt if enwneers Ten FtE T1ON NO. F-329 1700 ROBERT ROAD, STE 101 PHONE 817.572.2818 1,4ANSfIELD, TX 76063 FAX B17.453.99E14 PLAN OF BORINGS E ROSEDALE ST S BEACH STREET TO WESLEYAN STREET FORT WORTH, TEXAS DATE: JUNE 2012 PROJ NO: 0212-1721 DRAWN BY: OSC APPD BY: TDB FIGURE A2 VAUGHN BLVD 1 Og Og m 02110 Z T M• N 0 m n z = c) < 0 rD m< D Z <c Z rr' C O > r D r <m m� zx, cv m mz z 70 0 P1 0 D r rn WN-'Z m CO CO CA XX7tn zzz • U) -U r- -I) 0 Co W O w/) >Z N ND o 0 m r rnr0 o o J -1 0 m = > m Z r,i CO O r c O m m W THRALL ST BINKLEY ST MILLER RD CHICAGO AVE NEWARK AVER S SERGANT AVE Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface EL: Unknown Symbol / USCS T5 I T6 I —10 —15— F C7 U — — W h z — — a ii F —20— N W - — W N O 4 W MATERIAL DESCRIPTION Approximately 2" asphalt, 8" brick, 4" concrete CLAY, tan, very stiff w/calcareous material & sandy lean clay layers (POSSIBLE FILL) LIMESTONE, gray, hard (rock) 0 0 w Q, 1.I 4.5+ 4.5+ 4.5+ 5.0 10.0 BORING LOG P-01 O O O O O\ .6 e w Qce w .a U p4 o �a D coo 0 0 cr wPa U Plastic Limit Sheet 1 of 1 Plasticity Index 16.2 51 20 31 80 18.2 107.9 40 18 22 56 4.2 16.1 4.5+ 17.0 100/ 1" 100/ .75" W — Cci 3 —2 8 Completion Depth: 10 ft Remarks: Dry @ Completion. ;' Date: 5/29/12 z a O m 112.0 7.5 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A6 Project: Project Number: CU CU -10 —15- 0 u_ - W 0 z z a F —20— v W q- — W V] 0 F 04 v 3 -2; o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z 0 ro Symbol / USCS East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX 1721 Location: See Plan of Borings Surface EL: Unknown MATERIAL DESCRIPTION Approximately 1.5" asphalt, 5" brick, 6" concrete CLAY, brown, stiff to very stiff w/calcareous nodules (POSSIBLE FILL) CLAY, brown, very stiff w/gravel WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers 4.0 7.0 10.0 00 •; w u 0 P. W 0 BORING LOG P-02 6 o✓ U .V P. Sheet 1 of 1 Plasticity Index 19.5 95.3 47 19 28 76 1.9 4.5+ 15.9 62 26 36 87 1 00 / 1.5" 100/ 1" 16.3 80 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A7 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings w Surface El.: Unknown a d Q v) Symbol MATERIAL DESCRIPTION Approximately 2" asphalt, 2.5" brick, 1.5" sand, 6" concrete SANDY LEAN CLAY, calcareous, tan, very stiff w/limestone seams & layers (POSSIBLE FILL) 1.0 BORING LOG P-03 O 0 0 o °' Y > � � v0o° o ca r a pU .Q o a x � 13.7 Plastic Limit Sheet 1 of 1 Plasticity Index 4.5+ 10.3 116.5 38 15 23 44 7.2 U3 %/// 4.0 WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers LIMESTONE, gray, hard (rock) T6 I —10 —15— F —20— W W 0 W 5.0 8.0 10.0 4.5+ 19.1 106.2 4.5 100/ 2" 100/ W 11 —25 o Completion Depth: 10 ft Remarks: Dry @ Completion. z Date: 5/29/12 0 w LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A8 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 in Location: See Plan of Borings U L) Surface El.: Unknown w ai Q -15- tn MATERIAL DESCRIPTION Approximately 2.25" asphalt, 2.25" brick, 1" tan sand, 6.5" concrete CLAY, tan & gray, very stiff w/limestone fragments & rocks 1.0 10.0 BORING LOG P-04 N� �N o a �„ �0, b ay eo Q cr • apt U .a a 4.5+ 4.25 4.5+ 4.25 0 Sheet 1 of 1 Plasticity Index 24.4 96.3 55 18 37 93 1.1 22.2 100.0 23.6 102.6 52 18 34 99 3.5 23.6 101.9 4.4 4.5+ 24.1 102.1 57 19 38 89 0 q C'7 U — — W z 0 —20- W q— — W 0 x _ 0 N (7 -23 o Completion Depth: 10 ft Remarks: Dry @ Completion. G1 Date: 5/29/12 0 0 ro LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A9 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface EL: Unknown to a¢i —15— N Q 0 _ w z z Symbol MATERIAL DESCRIPTION Approximately 6" asphalt, 6' concrete CLAY, tan & gray, firm to stiff w/calcareous deposits & limestone fragments w_ —25 o Completion Depth: 10 ft z Date: 5/29/12 z 0 m BORING LOG P-05 b c,.., ie u" 0 4 1 o 8y tL d .�° ?O 0 0 o 1.0 1.5 10.0 1.5 2.5 Plastic Limit Sheet 1 of 1 Plasticity Index 24.8 98.0 0.8 3.5 21.9 99.0 3.5 15.7 105.8 Remarks: Dry @ Completion. 64 22 42 96 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A 10 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown Symbol / USCS —10 —15— MATERIAL DESCRIPTION Approximately 2" asphalt, 2.5" brick, 1.5" sand, 6" concrete CLAY, tan & gray, stiff WEATHERED LIMESTONE, tan, hard (rock) 0.9 4.0 BORING LOG P-06 0 0 o co G,N. h t a .may E. 8, 3 0 R�, Of., Q C. a)O 0)O o al z U a, U a Sheet 1 of 1 2.5 18.4 103.5 54 20 34 92 2.8 3.5 18.4 110.5 l00/ w/tan clay seams & layers 3" U_ —2f o Completion Depth: 10 ft o Date: 5/29/12 z a O w 10.0 100/ 2.5" 100/ .75, Remarks: Dry @ Completion. LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE All Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown P., -15- Symbol / MATERIAL DESCRIPTION Approximately 2.5" asphalt, 2.5" brick, 1" tan sand, 6" concrete CLAY, brown, stiff w/calcareous nodules CLAY, tan & gray, stiff to very stiff w/calcareous nodules CLAY, tan, very stiff w/tan weathered limestone seams BORING LOG P-07 0) 0 0 00 0) o 0) bo .E E Po � w a:i Ca q � w .-1 '-1 o Y > O' .4 v '� o - 0 o K 3 0 o a v, Po 7 0 o 0 Q Q' g a1 x 0 a a x Sheet 1 of 1 Plasticity Index 1.0 2.25 21.0 104.0 54 18 36 60 2.4 3.5 3.0 3.5 2.25 19.7 102.1 67 26 41 83 0.9 8.0 10.0 4.5+ 22.4 98.6 4.5+ 0. _ - _V -27, o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z 0 m LANDTEC Sot and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE Al2 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown 10 rn U5 U6 Symbol / USCS —15- 0 u_ - w q z 0 h —20— w q - - W 0 0 W el r MATERIAL DESCRIPTION Approximately 2" asphalt, 2.5" brick, 1" tan sand, 6" concrete CLAY, brown, stiff w/calcareous nodules CLAY, tan & gray, stiff to very stiff 0.9 6.0 10.0 x 0 0 0 vo 0y m O' aoi 0 ° r� .o a o P�� U BORING LOG P-08 0 cr a Plastic Limit Sleet 1 of 1 Plasticity Index 2.5 23.6 99.4 2.0 23.7 98.4 57 19 38 70 1.7 1.5 2.0 25.4 3.0 26.9 4.0 26.2 04 — - 0 3 -2� o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z 0 w LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A13 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown ro Q � —15— Symbol / MATERIAL DESCRIPTION Approximately 4" asphalt, 5" concrete CLAYEY GRAVEL, brown & tan, stiff WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers —2f; o Completion Depth: 10 ft o Date: 5/29/12 z 0 m 0.8 2.0 10.0 BORING LOG P-09 0 0 o E E o tw . w ,' Q i~ �w a 4 N 0 > a .� y g 'C Q N 0- 0 0 0 •N . o a 0 8 U Q cf ca c Pa g .a P E 100/ 2.5" 100/ 2" Remarks: Dry @ Completion. SI eet 1 of 1 Plasticity Index 40 22 18 60 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A14 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown 0 —15— q r/] Symbol / L MATERIAL DESCRIPTION Approximately 1.75" asphalt, 2.5" brick, 0.5" tan sand, 4.5" concrete LEAN CLAY, tan, calcareous, very stiff w/limestone seams & layers WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers 0.8 4.0 10.0 1001 2.5" 100/ 1" A z — — h —20— v) W q —o — W W 0 o Completion Depth: 10 ft Remarks: Dry @ Completion. z Date: 5/29/12 O w BORING LOG P-10 Plastic Limit Sleet 1 of 1 Plasticity Index 11.5 109.2 40 18 22 65 0.9 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A15 Project: Project Number: rin —15— N L1 t, G1 a t; —20— w - — w 0 0 v fi o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z 0 0 m Symbol / USCS East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX 1721 Location: See Plan of Borings Surface EL: Unknown MATERIAL DESCRIPTION Approximately 2.75" asphalt, 2.5" brick, 1" sand, 6.5" concrete & 6" clayey gravel base CLAY, brown, very stiff w/calcareous nodules WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers 6 o o 0y 0 0 1.6 4.5 4.0 5.0 10.0 1) 0 a BORING LOG P-11 6 0 0 Sheet 1 of 1 Plasticity Index 18.1 103.8 61 22 39 58 2.5 27.4 89.8 66 24 42 88 1.9 3.0 100/ 1.25" LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A16 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown v Q —15— Symbol / USCS MATERIAL DESCRIPTION Approximately 5" asphalt, 4" concrete SANDY LEAN CLAY, brown, calcareous, very stiff w/calcareous nodules & limestone fragments WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers 0.8 3.0 10.0 BORING LOG P-12 to o °o o�., °o •u �' cti. c�C -.. N iZ o C 4-. r--' a, GA U ..a 4.5 4.5 100/ 2.75" 100/ 2" Q U - - W h L] z Q - a h -20— rn W p - W O —2; o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z O m Plastic Limit Sheet l of 1 Plasticity Index 34 17 17 40 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A17 Project: Project Number: v la —15— t~ q f- - — z a. t✓ —20— rn Q — — W 0 0 4 N h CU a. 1 Symbol / USCS East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX 1721 Location: See Plan of Borings Surface El.: Unknown MATERIAL DESCRIPTION Approximately 2" asphalt, 2.5" brick, 0.5" tan sand, 6" concrete LEAN CLAY, tan, calcareous, very stiff w/limestone seams & layers WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers —2f o Completion Depth: 10 ft o Date: 5/29/12 0 m 0.9 2.0 10.0 0 d 0 BORING LOG P-13 0 0 Sheet 1 of 1 Plasticity Index 4.5+ 13.9 49 21 28 78 100/ 1.75" 100/ 1" Remarks: Dry @ Completion. LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A 18 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown — 15 — rq 0 Symbol / L MATERIAL DESCRIPTION Approximately 12" asphalt & 6" clayey gravel base LEAN CLAY, calcareous, tan & brown, very \ stiff w/limestone rocks WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers 1.5 2.0 10.0 BORING LOG P-14 to N 3 O 0 a 0 p.1 O O V O a P. gop4 U .90 c x 100/ 3" 100/ 2" z z 0 20— w q - - W 0 0 W r` 0 0 3 —2� o Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 0 0 m 12.2 Plastic Limit Sheet 1 of 1 Plasticity Index LANDTEC Soil and rock descriptions on this boring log are a compilation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A 19 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface EL: Unknown • 71. Q N —15— N 0 - ta z z i'. Symbol / L MATERIAL DESCRIPTION Approximately 7.5" asphalt & 4.5" tan sandy clay and flex base SANDY LEAN CLAY, tan & gray, stiff (FILL) SAND, tan, loose to medium dense (BACKFILL) 1.0 2.0 10.0 o 0 3 0 a a. 4 U x BORING LOG P-15 Plastic Limit Sleet 1 of 1 Plasticity Index 3.5 15.8 107.6 39 13 26 52 8 5 --20— w q - - w 0 3-2 0 Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 z 0 LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A20 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown Symbol —15— H — — w — - a —20— u) MATERIAL DESCRIPTION Approximately 11" asphalt LEAN CLAY, brown, stiff to very stiff w/calcareous nodules CLAY, brown, very stiff w/gravel WEATHERED LIMESTONE, tan, hard (rock) w/tan clay seams & layers BORING LOG P-16 .0 0 ° o 01) 4 > 0' .4, a; , a -o w�p U .- a x 0.9 2.0 3.0 2.0 5.0 7.0 10.0 3.5 100/ 2.75" q- - w a _ N Ley 0. - W —2f o Completion Depth: 10 ft Remarks: Dry @ Completion. 0 Date: 5/29/12 z 0 m Plastic Limit Sheet 1 of 1 Plasticity Index 21.2 105.2 49 15 34 73 2.0 21.6 96.6 LANDTEC Soil and rock descriptions on this boring log are a compilation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A21 Project: Project Number: —15— N W Q z F —20— v) W p — — W UD O 0 East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX 1721 Location: See Plan of Borings Surface EL: Unknown MATERIAL DESCRIPTION Approximately 6.5" asphalt CLAY, brown, soft to stiff w/calcareous nodules CLAY, tan, stiff w/calcareous material CLAY, tan, very stiff w/limestone seams & layers 0.5 4.0 8.0 10.0 1.5 1.5 2.0 3.0 BORING LOG P-17 -0 Plastic Limit SI eet 1 of 1 Plasticity Index 23.4 94.5 75 25 50 71 1.9 22.6 2.5 18.1 103.0 49 22 27 73 2.0 4.5+ 4.5+ W r W 0 0 3-2 8 Completion Depth: 10 ft Remarks: Dry @ Completion. o Date: 5/29/12 0 0 0 m LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A22 Project: Project Number: —15— N t7 a V) Symbol / USCS East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX 1721 Location: See Plan of Borings Surface El.: Unknown MATERIAL DESCRIPTION Approximately 9.5" asphalt 0.8 0 P; LEAN CLAY, brown, fine to stiff w/calcareous nodules 1.5 2.0 2.0 4.0 CLAY, tan & gray, stiff to very stiff C] z - a L20 07 —2f o Completion Depth: o Date: 5/29/12 z 0 w 10.0 3.0 BORING LOG P-18 0 nra Q 0- a Plastic Limit Sleet 1 of 1 Plasticity Index 17.3 104.5 49 23 26 50 2.6 15.8 19.1 4.5+ 18.1 109.7 47 21 26 91 7.0 4.5+ 10 ft Remarks: Dry @ Completion. LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A23 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown q —15— F U — — w F z a h-20— tn — — w 0 0 w Symbol / USCS MATERIAL DESCRIPTION Approximately 7" asphalt, 3" concrete & 12" flexible base material CLAY, dark brown to brown, soft to stiff (FILL) SHALY CLAY, reddish brown, very stiff w/jointing BORING LOG P-19 a 0 0 00 CI �o E . 'mow v' 0 3� a a 3 0 P 0 a v P. a) U ; o x 1.8 4.5+ 7.0 10.0 Sheet 1 of 1 Plasticity Index WI 6.5 40 21 19 44 1.5 28.1 88.7 1.6 2.5 25.0 94.6 59 24 35 78 1.5 2.0 23.8 98.6 4.0 24.2 97.0 62 23 39 97 1.8 4.5+ 3 —2� o Completion Depth: 10 ft Remarks: Dry @ Completion. This boring drilled in Nashville Date: 5/29/12 Avenue. 0 LANDTEC Soil and rock descriptions on this boring log are a compilation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A24 Project: East Rosedale Street U.S. Hwy. 287 to Miller Avenue Fort Worth, TX Project Number: 1721 Location: See Plan of Borings Surface El.: Unknown Symbol 10 —15— N 0 Ll 0 - - w q H —20— tD wd q— — w 0 MATERIAL DESCRIPTION Approximately 2" asphalt, 2.5" brick, 1.5" sand, 6" concrete & 6" clayey gravel base CLAY, brown, very stiff w/some limestone rocks (FILL) w —2f o Completion Depth: 10 ft z Date: 5/29/12 0 0 oa 0 0y a 0 1.5 4.5+ 4.5 4.5+ 4.5+ 4.5+ 4.0 10.0 • oww a)3 a) 0 BORING LOG P-20 bA to a �� a x o Qa a Remarks: Dry @ Completion. Plastic Limit Sheet 1 of 1 Plasticity Index 54 24 30 82 2.7 LANDTEC Soil and rock descriptions on this boring log are a compilation of data collected in both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A25 GENERAL NOTES DRILLING AND SAMPLING SYMBOLS: U Thin -Walled Tube - 3" O.D., Unless otherwise noted A Auger Sample S Split Spoon - 2" O.D., Unless otherwise noted W Wash Sample C Core Barrel T TxDOT Cone Penetrometer (TCP) RELATIVE DENSITY OF COARSE -GRAINED SOILS: CONSISTENCY OF FINE-GRAINED SOILS: Penetration Resistance Relative Unconfined Blows/foot Density Compressive Consistency Strength. Qu. tsf 0-4 Very Loose Less than 0.25 Very Soft 4-10 Loose 0.25 to 0.50 Soft 10-30 Medium Dense 0.50 to 1.00 Firm 30-50 Dense 1.00 to 2.00 Stiff over 50 Very Dense 2.00 to 4.00 Very Stiff 4.00 and higher Hard TERMS CHARACTERIZING SOIL STRUCTURE: Slickensided •Having inclined planes of weakness that are slick and glossy in appearance. Fissured •Containing shrinkage cracks, frequently filled with fine sand or silt; usually more or less vertical. Laminated : Composed of thin layers of varying color and texture. Interbedded Composed of alternate layers of different soil types. Calcareous Containing appreciable quantities of calcium carbonate. Well graded Having wide range in grain sizes and substantial amounts of all intermediate particle sizes. Poorly graded Predominantly of one grain size, or having a range of sizes with some intermediate size missing. NOTE: Slickensided and fissured clays may have lower unconfined compressive strengths because of planes of weakness or cracks in the soil. The consistency rating of such soils are based on penetrometer readings. DEGREE OF WEATHERING: Unweathered Rock in its natural state before being exposed to atmospheric agents. Slightly Weathered Noted predominantly by color change with no disintegrated zones. Weathered : Complete color change with zones of slightly decomposed rock. Severely Weathered : Complete color change with consistency, texture, and general appearance approaching soil. SUBSURFACE CONDITIONS: Soil and rock descriptions on the boring logs are a compilation of field data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between materials and the transition can be gradual. Water level observations have been made in the borings at the times indicated. It must be noted that fluctuations in the groundwater level may occur due to variations in rainfall, hydraulic conductivity of soil strata, construction activity, and other factors. Hardness terms for soil and rock are for relative comparison of the various samples, and are not intended to be used as an indication of the ease or difficulty of excavation or of excavation stability. Hardness terms on the logs may be based upon a combination of the test and observation methods listed above, and upon field observations. LANDTEC ENGINEERS Figure A26 CLASSIFICATION OF SOILS Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests GRAVELS More than 50% of coarse fraction retained on No. 4 sieve SANDS 50% or more of coarse fraction retained on No. 4 sieve SILTS AND CLAYS Liquid limit less than 50% SILTS AND CLAYS Liquid limit more than 50% Highly fibrous organic soils CLEAN GRAVELS Less than 5% fines GRAVELS WITH FINES More than 12% of fines CLEAN SANDS Less than 5% fines SANDS WITH FINES More than 12% fines Inorganic Organic Inorganic Cu>_ 4and 1<_ Cc 3 Cu<_ 4and 1>_ Cc>_ 3 Fines classify as ML or MH Fines classify as CL or CH Cu>_ 6 and 1 <_ Cc s 3 Cu<_ 6and 1>_ Cc >_ 3 Fines classify as ML or MH Fines classify as CL or CH PI > 7 and plots on or above "A" line PI < 4 and plots below "A" line Liquid limit — ovendried Liquid limit — not dried PI plots on or above "A" line PI plots below "A" line Organic Liquid limit — ovendried < 0.75 Liquid limit — not dried < 0.75 Primary organic matter, dark in color, and organic odor 6" Boulders Cobbles 152 76.2 19.1 60 5C a x 40 w 0 30 U 20 1C 00 10 16 20 3" 3/4" Gravel Coarse I Fine SOIL GRAIN SIZE U.S. Standard Sieve 4 10 40 200 Sand l Coarse I Medium J Fine I 4. 6 2.00 0.420 0.074 millimeters PLASTICITY CHART CL or OL CH or -OH Soil Classification Group Group Name Symbol GW Well -graded Gravel GP Poorly -graded Gravel GM Silty Gravel GC Clayey Gravel SW Well -graded Sand SP Poorly -graded Sand SM Silty Sand SC Clayey Sand Lean Clay Silt CL ML OL CH MH OH Pt 30 40 50 60 70 80 90 LIQUID LIMIT (LL) Silt 100 110 Organic Clay Organic Silt Fat Clay Elastic Silt Organic Silt Organic Silt Peat Clay o 112 2LANDTEC ENGINEERS Figure A27 APPENDIX B Borehole Depth a. 39 49 04 75 V 49 4 • LANDTEC ENGINEERS a 1700 Robert Road, Suite 101 • Mansfield, Texas 76063 Liquid Plastic Plasticity Limit Limit Index 51 20 31 40 18 22 %<#200 Sieve 80 56 47 19 28 76 62 26 36 87 80 38 15 23 44 55 18 37 93 52 18 34 99 57 19 38 89 64 22 42 96 Water Content (%) 16.2 18.2 16.1 17.0 19.5 15.9 16.3 13.7 10.3 19.1 24,4 22.2 23.6 23.6 24.1 24.8 Dry Density (pcf) Sheet 1 of 2 Unconfined Compressive Strength tsf 107,9 4.2 112.0 7.5 95.3 1.9 116.5 7.2 106.2 4.5 96.3 1.1 100.0 102.6 101.9 4.4 102.1 98.0 0.8 21.9 99,0 1 15.7 105.8 54 20 34 92 18.4 103.5 2.8 18.4 110.5 54 18 36 60 21.0 104.0 2.4 67 26 41 83 19.7 102.1 0.9 22.4 98.6 23.6 99.4 57 19 38 70 23.7 98.4 1.7 25.4 26.9 26.2 P-01 P-01 P-01 P-01 P-02 P-02 P-02 P-03 P-03 P-03 P-04 P-04 P-04 P-04 P-04 P-05 P-05 P-05 P-05 P-06 P-06 P-07 P-07 P-07 P-08 P-08 P-08 P-08 P-08 P-09 P-10 P-11 P-11 P-12 P-13 P-14 P-15 P-16 P-16 P-17 P-17 P-17 1.5 2.5 3.5 4.5 1.5 3.5 4.5 1.5 2.5 4.5 1.5 2.5 4.5 7,5 9.5 1.5 3.5 7.5 9.5 1.5 2.5 1.5 4.5 7.5 1.5 2.5 4.5 7.5 9.5 1,5 1.5 1.8 3.5 1.5 1.5 1.5 1.5 1.5 3.5 1.5 2.5 4.5 40 40 61 66 34 49 22 18 60 18 22 65 11.5 1 109.2 0.9 22 39 58 18.1 103.8 24 42 88 27.4 89.8 1.9 17 17 40 21 28 78 13.9 12.2 13 26 52 15.8 107.6 15 34 73 21.2 105.2 2.0 21.6 96.6 25 50 71 23.4 94.5 1.9 22.6 22 27 I 73 18.1 103.0 2.0 Summary of Laboratory Results Project: East Rosedale Street Fort Worth, TX Number: 1721 FIGURE B1 INC Borehole Depth P-18 P-18 P-18 P-18 P-19 P-19 P-19 P-19 P-19 P-20 1.5 2.5 4.5 7.5 1.5 2.5 3.5 4.5 7.5 2.5 Liquid Plastic Plasticity %<#200 Limit Limit Index Sieve 49 23 26 50 47 21 26 91 40 21 19 44 59 24 35 78 62 23 39 97 54 24 30 82 Sheet. .2of2 Water Dry Unconfined Content Density Compressive (%) (Pci) Strength tsf 17.3 104.5 2.6 15.8 19.1 18.1 109.7 7.0 6.5 28.1 88.7 1.6 25.0 94.6 1.5 23.8 98.6 24.2 97.0 1.8 2.7 Summary of Laboratory Results LANDTEC ENGINEERS Project: East Rosedale Street 1700 Robert Road, Suite 101 Mansfield, Texas 76063 Fort Worth, TX Number: 1721 FIGURE B2 12.7 12.6 12.5 12.4 12.3 12.2 12.1 12 11.9 11.8 11.7 11.6 11.5 0 1 2 3 4 5 6 7 8 9 10 11 12 % Lime „P-4, P-11, P-16 composite, 1-2 ft, brown, dark brown and tan clay w/limestone fragments & calcareous nodules Raw W/6% Lime Liquid Limit 57 50 Plasticity Index 35 14 Minus #200 89 EngonEErs Project No. 1721 LIME -pH TEST RESULTS E. Rosedale Street Fort Worth, Texas FIGURE B3 SUMMARY OF RESULTS SWELL TESTS E. Rosedale Street Fort Worth, Texas June 2012 Boring Depth, Initial Moisture, Final Moisture, Dry Wgt, Swell Overburden No. Ft. % % pcf % Pressure, psf P-2 1-2 22.9 27.4 95.3 0.4 125 P-4 4-5 22.3 24.2 98.8 1.1 500 P-5 3-4 25.0 27.1 95.7 1.3 375 P-7 1-2 20.0 22.3 104.0 1.5 125 P-11 3-4 25.9 28.2 89.8 1.1 375 P-18 2-3 18.6 22.1 104.0 0.2 250 LANDTEC ENGINEERS 1721 E Rosedale St -Fort Worth -June 2012.doc FIGURE B4 APPENDIX C i No. of Blows 0 3 DCP TEST DATA Project: East Rosedale St. -Fort Worth Location: Boring P-5 Hammer 0 10.1 bs. * 17.6 lbs. 0 Both hammers used Accumulativei Type of Penetration Hammer (mm) 0 1 45 1 95 1 150 1 205 1 305 425 € 1 T 495 i 1 545 592 3 0.1 0 5 10 --- 15 = 20 0 w 25 30 35 40 0.1 0 0 5 — 10 15 20 0 w 25 30 35 Date: 29-May-12 Soil Type(s): Tan & gray clay - Soil T,vpe 0 CH 0a 0 Ali other soils CBR 1.0 1.0 10.0 10.0 BEARING CAPACITY, psf 2000 4000 6000 8000 Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland Cement Association, page 8, 1955} 100.0 100.0 10000 12000 0 ----- 127 254 - 381 508 T 635 762 - 889 40 i 1016 0 14 28 42 56 69 83 BEARING CAPACITY, psi DEPTH, mm DEPTH, mm Cl DCP TEST DATA Project: East Rosedale St. -Fort Worth Location: Boring P-8 Hammer 0 10.1 bs. t717.6 bs. ()Both hammers used • No. of Accumulative Type of Blows Penetration Hammer (mm) 0 1 3 90 1 3 176 1 255 1 3 341------�--- 1 _ -- - y 3 410 1 3 488 } 1 3 555 ; 1 3 617 1 688 4 x a. w 0.1 0 5 10 15 25 - 30 35 40 0,1 Date: 29-May-12 Soil Type(s): Brown Clay - Soli Type p CH Q CL Qi All other soils CBR 1.0 1.0 10.0 T 10.0 BEARING CAPACITY, psf 100.0 0 127 254 381 508 635 762 889 I 1016 100.0 0 2000 4000 6000 8000 10000 12000 0 0 IF 1 5 127 10 — -- -- 254 15 _.__-H 381 = 20 508 I— w - c 25 30 35 40 0 635 Based on approxlmate interrelationships 762 of CBR and Bearing values (Design of Concrete Airport Pavement, Portland 889 Cement Association, page 8, 1955) 14 28 42 56 69 83 BEARING CAPACITY, psi 1016 DEPTH, mrn E E a w 0 C2 No. of Blows 0 3 DCP TEST DATA Project: East Rosedale St. -Fort Worth Location: Boring P-17 Hammer (Q IBA bs. ®17.6 0 Both hammers used Accumulative Type of Penetration Hammer (mm) 0 190 3 340 1 3 425 510 1 3 620 1 1 1 1 1 E # 1 1 1 1 1 Date: 29-May-12 Soil Type(s): Brown Clay — soli Type 0 CH O CL Q All other soils J 0 5 15 z 20 c. w 25 30 35 40 0.1 0.1 0 1 1 35 --- 1 40 2000 CBR 1,0 1.0 10.0 10.0 BEARING CAPACITY psf 4000 6000 8000 100.0 0 127 — 254 381 508 635 762 889 1016 100.0 10000 12000 0 Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland Cement Association, page 8, 1955) 127 ' 254 381 508 635 762 889 1016 1 0 14 28 42 56 69 83 1 BEARING CAPACITY, psi DEPTH, mm DEPTH, mm C3 APPENDIX D WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: Company: Contractor: Project Description: Location: Fort Worth, Texas Freese and Nichols, Inc. East Rosedale Street - US 287 to Near Miller Ave Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness Design ESALs Reliability Overall Deviation Modulus of Rupture Modulus of Elasticity 9.00 inches 6,800,000 85.00 percent 0.39 620 psi 4,000,000 psi Load Transfer, J Mod, Subgrade Reaction, k Drainage Coefficient, Cd Initial Serviceability Terminal Serviceability 3.00 221 psi/in 1,00 4.50 2.50 .1.a 11,1 .. ... ..... ...... .. 1.W.I.Ju...Il.IWI ,IlU111111111111J.1A.1II,I U,I1, 111IIIJh,11WialI1t11Iu, 1.1 IJJI. I.I.... I.....'li.l 'J I I' 1 u I' I I I 1 I J 'I ! ' , .I I I1 JI JI1111, I1.111 IIIIJJYII sIyINIJ'JJIIJ I I W"II1 . 4 "J✓'Jii i J 1 'rIu'IN Lai Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade Resilient Modulus of the Subbase Subbase Thickness Depth to Rigid Foundation Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 4,118.2 psi 12,391.0 psi 8.00 inches 0.00 feet 0.0 220.90 psilin Friday, June 8, 2012 9:49:35AM Engineer: LandTec Engineers D1 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 FOI T WO 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. The City's MBE goal on this project is 12 MBE PROJECT GOALS % 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. The Ofteror shall deliver the MBF iocufilerltation in per'spn to, the appropriate employee; of the,managln c(apa imeflt apd obt in a date/tirne'recelpt Such receipt shall fie evidence that the City received the documentottpn,in the bme.ailocgted' ,A,faxed.copy will no_t be apcepted. 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. 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 opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days opening date, exclusive of the bid opening date. after the bid after the bid after the bid FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev, 5/30/12 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Jackson Construction, Ltd PROJECT NAME: East Rosedale Street US 287 to Miller Avenue City's MBE Project Goal: 12 OA Prime's MBE Project Commitment: 12.22 ATTACHMENT IA Page 1 of 4 Check applicable block to describe prime M/W/DBE Li NON-M/NVDBE BID DATE 12/06/2012 PROJECT NUMBER 00142 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 '4VORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MB E 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 firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please not. that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER T Company Name Address e Telephone/Fax r COW TOWN REDI MIX CON CRETE PO BOX 162327 FORT WORTH, TX 76161 817-759-1919 PHONE 817-759-1716 FX C. GREEN SCAPING, LP 2401 HANDLEY EDERVILLE RD. FORT WORTH, TX 76118 817-577-9299 PHONE 817-577-9331 FAX G&G SAW & SEAL 4008 FOREST LAWN BALCH SPRINGS, TX 75180 214-882-0200 PHONE 972-286-4350 FAX BLUEBONNET WASTE CONTROL PO BOX 223845 DALLAS, TX 75222 214-748-5221 PHONE 214-748-6886 FAX TEXAS WATER PRODUCTS, INC. PO BOX 8543 FORT WORTH, TX 76124 817-457-9988 PHONE 817-654-2006 FAX TOTAL HIGHWAY MAINTENANCE 930 KCK WAY CEDAR HILL, TX 75104 469-523-0180 PHONE 469-523-0181 FAX 1 1 1 1 1 1 Attach N NCTRCA Certificate Detail Detail Subcontracting Supplies M W S M Work Purchased B B B B E E E E LANDSCAPE/ BRICK — PAVERS 1 CONCRETE CUTTING PORTABLE TOILETS Dollar Amount CONCRETE $1,597,778.00 REDI-MIX PIPE & PIPE FITTINGS $365,195.86 $61,194.30 $4,340.33 $938,543.80 SIGNS $25,900.00 Rev. 5/30/12 FORT 'WORTH 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 NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Company Name Address e M W Telephone/Fax r B B E E REYNOLDS ASPHALT & CONSTRUCTION CO. PO BOX 370 EULESS, TX 76039 817-267-3131 PHONE 817-267-7022 JM MATERIALS, INC. PO BOX 199 ALVORD, TX 76225 940-427-2033 PHONE 940-427-2789 FAX JM MATERIALS, INC. PO BOX 199 ALVORD, TX 76225 940-427-2033 PHONE 940-427-2789 FAX JM MATERIALS, INC. PO BOX 199 ALVORD, TX 76225 940-427-2033 PHONE 940-427-2789 FAX BRENDA PRICE TRUCKING 152 W. MAIN STREET AZLE, TX 76020 817-444-0836 PHONE 817-444-2639 FAX SILVER CREEK MATERIALS PO BOX 150665 FORT WORTH, TX 76108 817-246-2426 PHONE 1 1 1 1 Detail Subcontracting 5 M Work B B E E HAULING BY DUMP TRUCK Detail Supplies Purchased Dollar Amount HMAC $86,936.11 HAULING OF $144,134.97 ROCK HAULING OF $43,940.87 SAND $221,024.54 HAULING BY $221,024.54 DUMP TRUCK TOPSOIL $15,330.00 Rev. 5/30/12 FORT VORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MB E 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 firm's SBE certification if they have not previously registered with the Gity's M/WBE Office, which may be contacted for verification. Please note that only ceitified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T n 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 US TREN-TECH, LLC 828 HOWELL DRIVE COPPELL, TX 75019 972-304-2171 DALLAS LITE & BARRICADE PO BOX 223724 DALLAS, TX 75222 214-748-5791 PHONE 214-748-3586 FAX CB SERVICES PO BOX 36074 DALLAS, TX 75235 972-256-3511 1 1 1 MAVERICK PUMP SERVICES 1985 E. CHENANGO CT ENGLEWOOD, TX 80113 1 303-981-8349 COPPELL CONSTRUCTION CO., INC. PO BOX 620 SAINT JO, TX 76265 1 940-995-3101 PHONE 940-995-2416 FAX DURABLE SPECIALTIES, INC. PO BOX 535969 GRAND PRAIRIE, TX 75053 1 972-296-6324 PHONE 972-780-7411 FAX TRENCH SAFETY - DESIGN i✓ TRAFFIC CONTROL/BAR RICADES Dollar Amount $1,250.00 $79,022.50 BORE $82,000.00 BY PASS PUMP BRIDGE ELECTRICAL & LIGHTING $33,200.00 $647,659.00 $1,679,500,00 Rev. 5/30/12 FORTWORTH ATTACHMENT 1A 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 firm's SBE certification if they have not previously registered with the City's MNVBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER T Company Name Address 0 Telephone/Fax r STORM WATER MANAGEMENT, INC. PO BOX 16406 FORT WORTH, TX 76162 817-975-9307 PHONE 866-228-1586 FAX PROJECT COMPLIANCE, LLC PO BOX 16406 FORT WORTH, TX 76162 817-975-9307 PHONE 866-228-1586 FAX ROAD MASTER STRIPING, LLC 1301 SE MCKINNEY RICE, TX 75155 903-326-4530 PHONE 903-326-4671 FAX TEXOP CONSTRUCTION, LP PO BOX 427 ROANOKE, TX 76262 940-648-1455 PHONE 940-648-1457 FAX MJ PIPELINE INSPECTIONS, INC. PO BOX 851 GRANBURY, TX 76048 817-946-1126 OLDEN PO BOX 5000 LITTLE ELM, TX 75068 972-294-5000 PHONE 972-294-2664 FAX NCTRCA M W B B E E 1 Fri 1 1 1 1 1 Attach N Certificate o n Detail Detail Subcontracting Supplies S M Work Purchased B B E E EROSION CONTROL =✓ C Dollar Amount $21,575.00 swPPP $4,495.00 PAVEMENT MARKINGS & STRIPING $64,276.10 MILLING $144,831.00 CAMERA/TV INSPECTIONS TEMPORARY SHORING $9,875.50 $37,000.00 Rev. 5/30/12 SUBCONTRACTOR/SUPPLIER T Company Name Address e Telephone/Fax r HANSON PIPE & PRECAST, INC. PO BOX 842481 DALLAS, TX 75284 972-653-5678 PHONE 972-264-6236 FAX SUPPLY DEPOT PO BOX 489 COLLEYVILLE, TX 76034 817-581-1344 PHONE 817-656-3176 FAX LHOIST NORTH AMERICA 3700 HULEN ST. FORT WORTH, TX 76107 817-732-8164 PHONE 817-302-5190 BARNSCO, INC. PO BOX 541087 DALLAS, TX 75354 214-352-9091 PHONE 214-550-2732 FAX LARWELL INDUSTRIES PO BOX 557 BEDFORD, TX 76095 817-491-1200 PHONE 817-491-0000 FAX 1 1 1 1 1 WHITE CAP CONSTRUCTION SUPPLY 2037 E. LANCASTER FORT WORTH, TX 76103 1 817-332-4117 PHONE FOKT TH ATTACHMENT 1A 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 firm's SBE certification if they have not previously registered with the City's MANBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate M B E Detail Detail Subcontracting Supplies W S M Work Purchased B B B E E E I✓ Dollar Amount PIPE & PIPE $406,448.40 FITTINGS PAVERS $21,248.00 LIME $203,756.00 REBAR $679,262.74 RAILINGS $9,603.75 CURING $22,839.00 COMPOUND Rev. 5/30/12 FORT %VolrrH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MB E 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 qoal. Attach N NCTRCA Certificate o SUBCONTRACTOR/SUPPLIER T n 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 ELITE LANDSCAPE 1335 BLUE LAKE DR. FRISCO, TX 75033 972-670-8553 PHONE 214-705-1985 FAX SOUTHERN STAR CONCRETE, INC. PO BOX 961094 FORT WORTH, TX 76161 972-621-0999 PHONE 972-621-3353 FAX TARRANT CONCRETE COMPANY, INC.L PO BOX 6194 FORT WORTH, TX 76115 817-926-6660 PHONE 817-927-8381 FAX 1 1 1 1 1 Dollar Amount LANDSCAPING $315,348.90 CONCRETE REDI-MIX $215,533.75 CONCRETE $215,533.75 REDI-MIX Rev. 5/30/12 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers 2,028,508.49 Total Dollar Amount of Non -MBE Subcontractors/Suppliers 6,591,093.22 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 8,619,601.71 ATTACHMENT 1A Page 4of4 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. ��// Author ze i�ture VP JCI Partners Inc., General Partner Title Contact Name/Title (if different) 817-572-3303/817-478-0443 Company Name Telephone and/or Fax 5112 Sun Valley Drive Jackson Construction, Ltd Troy L. Jackson Printed Signature Address E-mail Address Fort Worth, TX 76119 December 13, 2012 City/State/Zip Date Rev. 5/30/12 FORT WORTH PRIME COMPANY NAME: Jackson Construction, Ltd PROJECT NAME: East Rosedale Street US 287 to Miller Avenue City's MBE Project Goal: 12 0�0 City of Fort Worth Prime Contractor Waiver Form Prime's MBE Project Commitment: 12.22 0�0 ATTACHMENT 1 B Page 1 of 1 kCheck applicable block to describe prime MNU/DBE NON-M/MIDBE 1 BID DATE 12/06/2012 PROJECT NUMBER 00142 If both answers to this form are YES, do not complete ATTACHMENT 1 C (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 1C. This form is only applicable if ilpft1 answers are yes. Failure to complete this form in its entirety and be received by the Manaaina Department on or before 5:00 o.m.. five /5) City business days after bid ocenina, 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 NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? — YES 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 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 Si -- //!'c.7G - C 1 j Troy L. Jackson Printed Signature VP JCI Partners Inc., General Partner Title Contact Name (if different) Jackson Construction, Ltd 817-572-3303 817-478-0443 Company Name Phone Number Fax Number 5112 Sun Valley Drive Address Email Address Fort Worth, TX 76119 December 13, 2012 City/State/Zip Date Rev. 5/30/12 i FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: Jackson Construction, Ltd PROJECT NAME: East Rosedale Street US 287 to Miller Avenue City's MBE Project Goal: Prime's MBE Project Commitment: 12 o�a ATTACHMENT 1C Page 1 of 3 Check applicable block to describe prime MNJ/DBE NON-M//WDBE BID DATE 12/06/2012 PROJECT NUMBER 00142 If the Offeror did not me t or exc form. d the MBE subcontracting goal for this project, the Offeror must complete this If the Offeror's meth "good faith effort", th submitting the documen shall satisfy tf ood pai misrepresentation f the fa co pf r r wil n requi d Effort requ is or inte' ance wit the MBE goal is based upon demonstration of a have e burden of correctly and accurately preparing and the City. Compliance with each item, 1 thru 11 below, ement absent proof of fraud, intentional and/or knowing tional discrimination by the Offeror. Failure to complete this orm, in it's e tirety with supporting documentation, and it being submitted to and re d by the Managin Departm, nt on or before 5:00 p.m. five (5) City business days after bid opening, ex lusi e of bid opening ,ate, wi result in the bid being considered non -responsive to bid specifications. \ / 1.)\ ease lis each and a •ry subcontracting and/or supplier opportunity for the completion of this r.'ect, rega .less of ether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF Fl S On a •ro'•c , the Offeror must list each subcontracting and or supplier opportunity rega \. less of tier. List (Use additional sheets, if necessary) f Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT 'IC 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. 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 =No (If yes, attach MBE mail listing to Include name of firm and address and a dated copy of letter mailed.) 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? .4+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.) El No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, l�at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? I I 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.) n 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. INOTE: 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 n No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes 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 4 of 3 contract and may result in a determination of an irresponsible offeror • nd 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 ► E(s) listed was/were contacted in good faith. It is understood that any MBE(s) liste • n Attachment 1 C will be contacted and the reasons for not using them will be ve ied by the City's M/WBE Office. Authorized Signature VP JCI Partners Inc., General Partner Title Jackson Construction, Ltd Company Name 5112 Sun Valley Dri Address Fort Worth, TX 7611 City/State/Zip Troy L. Jac .on Printed Si. ature Con . ct Name and Title (if different) 7-572-3303 817-478-0443 Phone Number Fax Number Email Address December 13, 2012 Date Rev. 5/30/12 FORT WORTH Name of City project: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) "Telephone: Cellular: Joint Venture Page 1 of 3 CITY OF FORT WORTH MBE Joint Venture Eliiibility Form All questions must be answered; use "N/A" if not applicable. A joint venture form must be completed on each project RFP/Bid/Purchasing Number: Facsimile: Please attach extra sheets if additional MBE firm name: B usiness Address: C ity, State, Zip: Telephone Facsimile E-mail Cellular E-mail address: Iaent`t} the firms that compr'ise the joint venture: ce is requ>i to provide detajled explanations of work to be performed by each firm comprising the join) venture - Non -MBE firm name: Business Address: Certification Status: Name of Certifying Agency: \ / City, State, Zip: Telephone Cellular E-mail address Facsimile 2. Scope of work perfor,.riled by the Joint Venture: Describe the scope of wtlt k of the MBE: 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 MNVBE 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 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/812008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects, DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: Fernando Costa (8476) A. Douglas Rademaker (6157) Eric Bundy (7598) 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic D all Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Hrly Rate $21.69 $12.00 $15.24 $19.12 $10.10 $16.23 $11.91 $13.49 $13.12 $14.62 $10.91 $13.00 $9.00 $20.20 $14.43 $19.86 $12.00 $20.00 $13.00 $18.00 $13.00 $14, 78 $11.25 $10.27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 Classification Plumber Plumber Helper Reinforcing Steel Setter Roofer Roofer Helper Sheet Metal Worker Sheet Metal Worker Helper Sprinkler System Installer Sprinkler System Installer Helper Steel Worker Structural Concrete Pump Crane, Ctamsheel, Backhoe, Derrick, D'Line Shovel Forklift Front End Loader Truck Driver Welder Welder Helper $20.43 $14.90 $10, 00 $14.00 $10.00 $16.96 $12,31 $18.00 $9.00 $17.43 $20.50 $17.76 $12.63 $10.50 $14.91 $16.06 $9.75 11 GC-6.09 Permits and Utilities I I THIS PAGE LEFT INTENTIONALLY BLANK 11 11 ii 11 11 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET CITY PROJECT NO. 00142, DOE: 6316 THE FORT WORTH T BUS STOP AND FOUNDATION DETAILS DURABILITY WITH DISTINCTION INSTALLATION INSTRUCTIONS ITEM# 5432-00 9' NON -AD BUS STOP SHELTER ITEM#5043-01 44" LOOP -ARM BENCH WITH RECYCLED BENCH SLATS TOLAR MANUFACTURING COMPANY INC. TRANSIT SHELTERS I STREET FURNITURE I DISPLAYS & DIRECTORIES I TRANSIT SOLAR LIGHTING 258 Mariah Circle, Corona, CA USA 92879-1751 1800-339-6165 1951-808-0081 I www.tolarmfg.com Instructions 9 FORT WORTH 15326-27.doc 1 11RaohanlaalAnchoring Syslama 4.3.5 Kwik Bolt 3 Expansion Ahchor 4.3.5.3 Technical Data Table 1 - Kwik Bolt 3 Specifications? Boit Size In. 1/4 Details (mm) (6.4) o',;, nominal bit'dianeter2 in. 1/4 Nanr,on/h y depth of embedment irt. 1-1/S 2 (ram) .(29) (51) ho minimum/standani/deep' in.. 1-3/8 2-1/4- hole depth (milt) (35) (57) di, wedge clearance in. 5/16 hole in -fixture (mm) (S) Normal Carbon Steel • ft-Ib 4 weght& HDG (Nm) (5) Light . weight _ Stainless ft-lb .6 Concrete Sty (Nm) (8) Grout ft-ib 4' Flak Carbon Step (Nm) ( ) 0 Ttnq Reoam- mended' hstatation Torque h min ba a material thickness Carbon Sleet. HD3 'Stainless steel Bolt S1ie• Boit Fracture Load Details dhr. rnmkialbitdlameterz %anfrdc niiirrtirtvstard�id'&ep dpih of ernbedrnert h, mnimutii/stabdarcVdeep hote'deeth do Wedge c>aarar, e holein future lkimtal Carbon) Steal weight'& HDG. Lght'- Weight Stillness: Concrete Steal Trod Re ora- Mended hsfallatiin Torque BotFracture Load Stout Bloilc Carbon.Steel min.'base material thickness Carbon Steel HDG. Stainless steel Mini) )rk in.. (mm) in. {ram) in.. (mm) ft-ib (Nni) ft-ib (Nm) ft-lb (NO in. 3 1-5/8 (75) (41) 3-1/4 2 (83) . (51) 3/8 (9,5) 3/8 2-1/2 (54) 2-7/8 (73) 7/16 (11) 20 (27) 20 (27) 15 (20) 3-1/2 (69) 3-7/8 (89) 2-1/4 ,(57) 2-3/4 (70) 1/2. (12.7) 1/2 3-1/2 4-3/4 (89) (121) .4. 5-1/4 (102) (133) 9/16 (14) 40 (54) 40 (54) 25 (34) 3inch (76 mm) or1.3tines emb drrent,.whthevernumbsrisgreater '29601b40. 7200 (b4? 12400 b< no 'offering ,no offering 12400 b< 2900 (b<•7 720011)47 12400' b a 5/8 3/4 1 (15.9) (i 9-1) (25.4) 5/8 2-3/4 4 ' f/0) (102) 3-3/8 45/8 . (8p) ..(f i.7) 11l16 (17). 85 (115) 85 _(1.15) 65 (88) 5-1/2 3-1/4 (140) (83) (156) 3/4 4-3/4 :(121) 4 5-1/2- (102) (143) 13/16 (21) 150. (203) 100 (208) 120 (1663) 1 6-1/2' 471/2 6 (165) (114); 052) 6-4/5 5-1/2 *7 (1.73) (140 (178) .1-1/8 (29) 250 .(339) 835 f319) t2 1.0 (254) 3 inch,(76 rnr or. 1,31knesembedrnent v (1d iyer riimiherIsgreater '19600lb<. 287001b4.8 fitz 88 ksi, fy 75 ksts 196001b4. 28700.Ib'4 ''no.offerinp 2190D 104 fetx'76, ksi, fy2 64. ksi- 1sta76 ksi, fyz 64 ksis 1 See Kw1k Bolt 3 FtoductL.ine Tebiein Sectim 4.5.3.3 lee a'ful list and anctorlength and'fliread length configurations, 2 Loads forl62(kBolt 3 are npplicable'for both' c:ubide'dr8tbits (see Section 8A.1) and matched tolerance Hit4 DD-C diamond core bits in sizes ranging from 1/2 inch to 1 inch, 3 The.deep embedment depth for stainless steel Kwik Bolt 3 anchars is 8 inch (203 mm). 4 Boltfroctrsetoads are deist -Minted by -bating iti aiig as porrof productquality.controL These values are not intended for design purposes. 5. Bot strength specified by, miivltum tensile arid yield strength. Bett.fracture load'not:opplicetle. 0 Bok.hactureload net applicable to carbon steel Countersunk Kwtic Bch 3 The tensile and yield strengths are, fetz.105 lest and fy 3 90'ka. 7 Baltfracttreloadtickappiicableto'ttainiesssteal'CcuntersiurkKwik.Bcft3. Thetensiteandyield strengths are, fui z 90 ksi and fyz 70 ksi 6 Farfutz68ksiand fyz75ksi.'Solt fracture load not.applicoble. Trost ---its 226 1406.Inc_(US)1-800-879-8000 I www.us.hilttcom ten eapanoil-800-878-5000 1 Rai (Canada)Corp. 1-800-363-t1S0 I www.w3riifi.com 11'rodudTechnical Guide 2006 Instructions 9 FORT WORTH 15326-27.doc 2 Instructions 9 FORT WORTH 15326-27.doc CORNER SLEEVE INSIDE CORNER SLEEVE ONLY CORNER TRIM EXTRUSION PROM F BATTEN PRESSURE RIB EXTRUSION STEEL 1.XV'CAP REMOVED FOR CLARITY pRR Rlft.r, I{7RA(FHATTEN DPP FOR SCREEN-/ SERE N FRAME FXTRI1R14'N GROPE PE F rNA NEL EXTRUSION PROPER IA $44P-W Fan/SIC/4 PR(IFR F POST EXTRUSION FROFII ALUM. EXTRUSION POST 1102 2 Y CH0 4138 EXTRUSION PraiI F 3 PLACES EACH SIDE TER F14 X 1-10.SELF TAPS SEAL SINS FB X3N-PH P AN HD SELF DRRUNO Ia. ALUM.SHEET ROOr PANELS WITH WELDED BATTENS SCREEN FRAME 44"X 02' 16 OA PERFORATED STEEL iM DIA PERFORATIONS ON 3TSTA°OERED CENTERS M TVP SMS44X 314' PH PAN HD SELF OR LINO SN.245 EXTRUSION /i-GLAZINO RUBBER SEAL300' Fran •, TYP.SNaP CHANNELS/SCREEN MOUNTINO -CH AUM.SCREENFRPMz EXTRUSION DETAIL D VCHANN LRAIN°UTTER DETAIL OOFOOWWELDMENT. ALUM, TUBe z xi-XI/1r ROOF BATTEN PLUM.TUBE 1-X 1•X lofi' S0"1ML10E BUTTON CRIMP 1'X 1-STEEL COVER CIA RESSURE RIB EXTRUSION WITH WELDED BATTEN / iT ALUM. ROOF PANEL �V.CHANNEL ALUM.EXIRUSION FM R FVAT1Cl'( SINS/0 X3M. PH PAN HD SELF °RUL IN° N CUTTER ALUM.ANOLE X I•X (A' CCRN0R TRIM 501009CN ALUM SHEET CORNER COVER (2 TAR, 3 §FCTION I( X CORNER COT&R PRESSURE RIB V4TH WELDED BATTEN 1 3 -'- - - --- - -'-i 5.0'MINIMUMCONCRETEP . ( 4] 51B L - B' THICK CONCRETE PADY WITHF40,AS 3500 PS CONCRETE I.-30 5133—+I 0000000 0000000 1 0000000 IooDoo00 1021102 4711/16 ROOF PERIMETER 000000 0 0000000 0000000 FRONT ELEVATION FOUDATION FLOOR FLPN II 1 4 Ov0000 OOOOOOD 0000000 0000000 OOo00D0 i 0000000 251 02 03 M 1? DIA X 4114 HILTITIANCHOR,DNC. 4 PER SHOE INSTALLED PER ESR.1917 10 1N. EM0EDME 2 17,0,1 NOTES, 1. ALL STRUCTURP.L STEEL, UNLESS OTHERWISE _L NOTED, SHALL BE ASTM A.36, MINIMUM YIELD STRENGTH 36,000 PSI, 2. ALL ALUMINUM MEMBERS,°M.E55 OTHERWISE NOTED, SHALL BE OP ALLOT 6063-75. 3. ALL HOLES SHALL 0E DRILLED OR PUNCHED. 1. SIMI. WELDING SHALL CONFORM TOAMEOICAN WELDING SOCIETY STANDARD DI,1-9E. ELECT00DE5 SHALL CONFORM TO AWS A5,1, CLASS07010. 5. ALUMINUM WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD DI.2.47, IBA' ELECTRODES SHALL CONFORM TO AWS/SPA S.10 4l RIBMIN. CLASS ER1043, CONCRETE 6, ALL WO -DING TO BE DONE AT TOUR MANUFACTURING PD CO. INC, FACILITY. 39"/LUM.TIRO XPUTE-, 105M (4 SECTION CS BRACNET SUPPORT FOR PANELS BOLT 39•-16 X4'STN. STL 3.1E FLATWASNINER STN. STL 3113•LOCHWASHER STN. STL -ALUM.SHOE WEIDMONT 2112'S0. X0M-WNA Mae 15TALL I 0 / i • , • v LOB CONCRET So + VI@N4.1. 610 POE H RHO RIME DFTNI OOP TRIM CORNER SLEEVE POST VIEW0.0 TYP P DST MOUNTING 9D MPH WIND LORD Tolar M400i40lang(looP4g, Inc A 258 MaNah Circle Coron C.4 92879 ten/PEN V.I.011e IloRan Ron FOOTN0RTN TXOrA iD I I""` I•" 4144011 I" TIIlmwkwTE6tmIA5Fe3nHINm Ad Pnd115O2.0oldN Instructions 9 FORT WORTH 15326-27.doc • L A 47 5 6"THICK CONCRETE PAD WITH #4 BARS 3500PSI CONCRETE 16-0" MINIMUM CONCRETE PAD 4711/13 ROOF PERIMETER 47 111`10 FOUNDATION FLOOR PLAN :-C-7111 I A 47 5/6 V I A 10'-0" MIN. CONCRETE PAD Shelter Assembly at Site: For smaller shelters, it is not necessary to use any heavy equipment for lifting. Taking care to protect the finish with padding, tilt the roof and insert corner posts into the corner sockets, the rear center post into the rear roof frame and fasten using the 3/8" stainless steel post hardware. For larger shelters, or if you are using a crane with a sling, lift the roof and fasten the posts into the proper locations. Lower the shelter into position onto the adjustable shoes. The illustration on page 4 shows the shoe layout. Square and plumb the posts so that the distance between the posts at the top and bottom is the same. Use of a wood spacer is recommended if you are not using an installation template. Using the appropriate size drill as recommended for the ground hardware sets provided, the shoe plate holes through the concrete pad. Level and plumb the shelter starting from the highest corner where the shoe's stub shaft can be fully inserted into the post. Using a carpenter's level on the roof perimeter extrusion and posts to check the shelter for level and plumb, and secure the posts by drilling through the post into the stub shaft of the shoe with a number 3 drill bit and insert the #14 x %" drive screws and tap them into place. Instructions 9 FORT WORTH 15326-27.doc 5 Instructions 9 FORT WORTH 15326-27.doc O) • a 341156 2 Places 913 Roof Trim L 60 Roof Trim III — - I III 102 ! !� a. Ien meow mwroy 1 mac I Arno. I1 m. MAIN= IMAM 704 Dwg. #5546R — 1 Tolor Manufacturing Compony, Inc 258 Morioh Circle.Corona.CA 92879 Roof Frame Assv.. 8' NAP "Eastern Style" wee - Noted 553 17 Alt if, le"`12/13/05 ( JIG Instructions 9 FORT WORTH 15326-27.doc End Trim Rear Trim Bow Typical Corner & Bow Joints Corner Trim Bow //— I I Front Trim Q=1 ; Post Stop Plate After Joining, Install Two #12 x 1" TEKS Screws Two #14 x 1 1/2" TEKS Screws Two #14 x 1 1/2" TEKS Screws Bow Secure Y-Channels to bows & brackets on roof trim with #8 x 3/4" Phillips head self -tapping screws End Y-Channel End Roof Trim Front/Rear Y-Channel Front/Rear Roof Trim Instructions 9 FORT WORTH 15326-27.doc 8 Finishing Plug #14 x 1 1/2" TEKS Screw — Pressure Rib/Batten Set roof panels in place with the bottom edges fitting into the Y-channels. Place pressure rib/battens in place and secure with #14 x1 1/2" Lg. TEKS screws. Plug batten holes using the furnished finishing plugs. Instructions 9 FORT WORTH 15326-27.doc 9 Instructions 9 FORT WORTH 15326-27.doc 3/8-16 x 1" HEX HEAD BOLTS, WITH 3/8" FLAT WASHERS & LOCKWASHERS CORNER POST WITH POSTS IN PLACE OVER SHOES, TRANSFER THE 4 1/4" DIA. HOLES INTO THE 2 SHOE TUBE WALLS, USING A #3 DRILL. NSTALL #14 x 3/4"DRIVE SCREWS. • 0 ROOF CANOPY POST WELDMENT 1 3/8-16 x 1" HEX HEAD BOLTS, 1 WITH 3/8" FLAT WASHERS & LOCKWASHERS REAR POST atat 3/8-16 x 1" HEX HEAD BOLTS, WITH 3/8" FLAT WASHERS & LOCKWASHERS INSIDE OF SHELTER Screen Assem a) c c co U J cn 0 GL O Snap -In Channel ,o o` 6 L-Channels are installed to the posts with the square block at the bottom. The channels are secured to the posts with #8 x 3/4" Phillips head self - tapping screws, 4 per channel spaced at approx 25" apart. Screen assembly top edge goes up into the roof trim with the sides resting against the L-channels, the bottom edge sitting on the square blocks. The snap -in channels are then snapped into place. Instructions 9 FORT WORTH 15326-27.doc 11 BENCH INSTALLATION REFER TO ANCHORING SPEC, SHEET FOR ANCHORING INSTRUCTIONS (PAGE 13) 11112C DBAVIIKI EMT BEN U ELATEDANDIB MAINTANIIII BYA CAD SYSTEM. CHANGER RECALL ONLY BBINCORPDWA'11 DASDIRBLTED BY 1OLAYHANUFACLULING MI., Mall B<to NBRBING»EP/. 3'-7 3/4" -�-1'-9 1/8' • 1' 9 1/8' -y- 11 3/4'- �I' 3'-7 3/4" - REVISIONS 20NE I REV I DESCRIPTION DATE I APPROVED D1 IS11'-3 3/4'i WASIl'-3' 2/16/06 A filename was ➢MI Bch 44 Slat 01 8/16/07 -1'-7 5/e•--I- 1'-7 5/8' DWG#5044-00 - 1 1/2' 1/2' ALUM TUBE 1 1/2" DIA X 1/8' WALL DWG4#5197-D1 CARRIAGE BOLT 1/4-2D X 2 9 PLACES SEAT SLAT RECYCLED PLASTIC 1 1/2' X 3 1/2' 42 7/8' LENGTH -} 1'-3 3/4' 1'-11 1/2° i'-4 1/4" �-- 0 Tolar Manufacturing Company, Inc 258 Mariah Circle,Corona,CA 92879 BENCH, SLAT, 44" CUSTOMER/VENDOR sae f1 'SA—ECT. RUPCTSUC 5c043-01 REV A '1 /16 IaATE 6/1/05 Iowlwu BT: LAKSO Instructions 9 FORT WORTH 15326-27.doc 12 Sup-R-Stud® Sup-R-Stud" Available Materials • Carbon steel, zinc plated • Carbon steel, mechanically galvanized • Grade 5, yellow di-chromated • 303/304 stainless steel • 316 stainless steel Features/Advantages • Required hole diameter equals anchor diameter • Excellent for setting immediately • Can be loaded immediately • Can be set in a bottomless hole • Simple installation • Nut and washer supplied in package • ROHS compliant except for Grade 5 Concerts • Do not use in brick or block • Not advised for use where vibratory loads are high • Oversize holes are detrimental and will reduce load performance Approvals/Listings • G.S.A. Spec FF-S-325C, Group II, Type 4, Class 1 • UL listed 3/8"-1 " (except 7/8" ) • FM 3/8", 1/2", 3/4" • Contact customer service for approvals / listings for state D.O.T.'s Offt Made in USA Installation 1 Drill hole 1/2" to 1" deeper than anchor embedment. 2 Clean hole of debris. 3 With nut threaded past the end of stud, hammer into position, 4 lighten finger tight plus an additional 3-5 turns with wrench. 5 If anchor spins in hole, force anchor up using screwdriver until clip binds into concrete. vimir NOTE: The load values below are for all lengths of a given diameter capable of reaching the specified embedment. Ultimate Tensile & Shear Loads in Lbs. Diameter -Threads Embedment Tension Tendon Shear • 1,01'5. 21/4" 2,573 2,711 .3/8"-16 '. 1:SB", • 2,289;_...::....2;367.._. 3 3/8" 3,556 5,203 1/2' -13 . _ 21'(4" i '• -: 4,12(1.; -.: ^::'5,068 412" 4,608 5,772 5/8"-:11-, 23/4'-'.: 6,486:'-``, _,'';<5556 (;'9,659= -: 5 5/8" 6,957 9,294 _ '11,9754:.:: :15,126 6 3/4" 13,278 16,201 • 7/8 9 ' 4 _, 9,746 '. , .,,, .13;902 - 21,574: 8" 14,378 20,288 4 1.2,,,. :10Z26 - IS;629 --.., _ - 28,023 9" 15,479 24,375 11/4"=7 6�2 14,720 -- -. =::- 23,090 Anchor Spacing / Edge Distance , , Anchor, , - - -MiniAnchor ----- . rMin,Edge:. - -.Diametei _ : Spa/ing' _, -. „Distance' 1/4' 2 1/2" 1 1/4" -.3/8' : = 33/4"---_,-.- = 1-7/87- . 12" 5" 2 1/2" 3/4' 7 1/2" 3 3/8" t •8 3/4"..r._ •43/87','::: 1" 10" 5' '1 1/4". 1212'' .- -' , :;: 61/4".,-- `To obtain 100% load as published Instructions 9 FORT WORTH 15326-27.doc 13 PUBLIC ART FOUNDATION DETAIL AND NOTES z. P 'PE (0 w/A- -17e ,t) / (NE.1-5 TU C).) R- 1- '6 ( 6"+. t.cYP _ _ (c w/ 1'4 7 VE.t2 -Z" q04 1-404)1( 11._1-ro 0- 4- Ts F.4 tvkbA, -ro f1 4 '3(g I-4 DIA„ CZ Tr - -0 RA r>10,-4 a, tAi t 11-1 / pi 6r2_; 2 u c.c.i.) 3 t.z.v.-6..-110 1-04 2-1--Ls71 TflAtc.-1 re_ A' 4 (2,4 , ?.0Tht my.5 <2 is "0, c_. Top p76.1TT 1`,,\-`g+A0L-4-3kL1 04 p .J.J cl_Atzl-r7 a,5 P ET!- t4ti Pr): fg 3 v tho.t Ry To IA/Ea. D I 4, \ (3.a. 144•11 Hatz,vt-.. --Wl-rvit 0 F.00'7434 c\t -1c5 it7 .173P (-1O1TI - . 4 '‘ Ary ;-9 I 11'( '1°T.CTIT'‘‘ti g_)<tsrF -; 40,1 ......... ..1r4tta p,. 5L64 er*.... .., .... , ..6. i -.J.," ... I .-00'v-tts16, 04' ROBERT T. HARPER, JR. 7 . 0 • --- , I \ 12.400.D4..e.OUT- t.14- FOO ),J0.6..-r1 t,J (I ZO1iLt. f-r: WORTI4 .. 39617 .i.k I 15 .• 44,,.5 I k.) 4 o'• I xs'•• /cENsC?•••'4e'`' 1\ A t .,„sss, ....... ....\.„. „J I 1/1vi*2., oc3 ROBERT HARPER CONSULTING ENGINEERS 3211 NACOGDOCHESTL3 VI SAN ANTONIO, TEXAS 78217 -3 336 (210) 653-1155 -FkrZ_M WO, F-50 t 0 (=: 2_ GYP -5, -2.0. FOUNDATION NOTES: 1. SITE DRAINAGE: Proper site drainage shall be maintained during construction and final grading, so that water runoff away from site occurs at all times. 2. SUB -GRADE PREPARATION: Strip existing grade in the footing area, of vegetation, possible brick paving, 6" concrete slab and top soils to design depth of footing. Scarify and recompact subgrade to a minimum of 95% of the maximum density at optimum moisture content (O%,+4%) as determined by ASTM D-698. 3. PIERS: Drill piers to required depths true and plumb. No piers are to stay open overnight. Bottom of shafts must be clear of loose soil before pouring. Weathered limestone may occur at 5 to.8 feet below existing grade. 4. CONCRETE: All concrete shall be proportioned to develop 3,000 psi in compression at 28 days. Provide four 7•and 28 day cylinder breaks, 2 each, of each day of pour for approval. 5. REINFORCING: All reinforcing shall conform to ASTM Spec. A-615, Gr. 60, and shall be detailed, fabricated & placed in accordance w/CRSI recommendations and to dimensions shown on plans. Laps or splices not shown on plans are not allowed. 6. STRUCTURAL STEEL: Structural steel plate shall conform to ASTM Spec. A-36, or equal, Fy = 36 ksi and shall be designed, detailed, fabricated & installed in accordance with AISC Specifications. Structural pipe column shall conform to ASTM Spec. A501, FY= 36 ksi, or ASTM Spec. A53, Grade B, FY = 35 ksi. 7. HEADED CONCRETE ANCHORS: Headed anchors shall be Nelson type S3L, flux filled, welded to plates as shown on the drawings. Studs shall be made from cold drawn steel Grades C-1010 through C-1020 per ASTM A-108 and shall be welded per the manufacturers recommendation. 8. WELDING: All welding shall meet the requirements for the "Code of Welding in Building Construction" as published by the American Welding Society. Welds shall be made only by welders and welding operators who have been qualified within the preceding 12 months by tests as prescribed in the "Code for Welding in Building Construction" of the American Welding Society, to perform the type of Cri.) E p,&. N o v, 31 W 12_ work required. et... OF r'77AP8B p P ROBERT T. HARPER, JR. e aq' 39617 & 0e dam` �% ENS��'�J�'�� ��Oso+� VI f i V.6111-4P ?r ROBERT HARPER CONSULTING ENGINEERS 3211 NACOGDOCHES S i [12 SAN ANTONIO, TEXAS 78217-- 33 (210) 653-115S Fi cz..m 1.4C9; F-70I