Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 51306
City Secretary CITY SECRETARY Construction El 19, TWO TH CONTRACT NO, Project Manager❑ PROJECT MANUAL FOR THE CONSTRUCTION OF Lebow Channel Roadway Crossing Replacement at Brennan Avenue SEe 2�2�1 City Project No.00778(Phase 3) Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Kenneth Morgan Water Director Prepared for The City of Fort Worth Transportation and Public Works 5 2018 Prepared by: ANDREW 084UCE.�,i tto.. ii ��`.0/CENS�.••��� tnp League nail $ per ins 5237 NORTH RIVERSIDE DRIVE,SUITE 100 FORT WORTH,TEXAS 76137 (817)336-5773 - TNP No. FTW 06305-04 - TBPE REG #F-230 OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX RT W RTH p [� o City of Fort Worth ------------ ..................... -------------------------------...... Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 46 13 Bidder-Pr-equalifiamien Appliemien 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01- General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 5713 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 0171 23A Survey Staking Standards,Attachment A 01 7423 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 2,2016 City Project No.00778 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 3 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02-Existing Conditions 0241 13 Selective Site Demolition Division 03-Concrete 03 30 00 Cast-In-Place Concrete Division 31 -Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 2400 Embankments Division 32—Exterior Improvements 3232 13 Cast-in-Place Concrete Retaining Walls 32 84 23 Landscape Irrigation 3292 13 Hydromulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33—Exterior Improvements 33 12 10 Water Services to 1-inch to 2-inch Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: https://i)roiectpoint.buzzsaw.com/client/fortworthizov/lnfrastructure%2OProi ects/00778%20- %2.0Unit%203,%2OBrennan%2OAvenue,%2OLebow%2OChannel%20Roadwu%2OCrossin °/g o20 Replacement/General%20Contract%2ODocuments%2Oatid%2OS Vec ifications Division 02-Existing Conditions 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 0334 13 Controlled Low Strength Material(CLSM) 0334 16 Concrete Base Material for Trench Repair Division 31 -Earthwork 31 2500 Erosion and Sediment Control 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 11 23 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 12 16 Asphalt Paving CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 2,2016 City Project No.00778 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 3 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 3231 26 Wire Fence and Gates 3231 13 Chain Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Wall 3291 19 Topsoil Placement and Finishing of Parkways Division 33-Utilities 33 01 31 Closed Circuit Television(CCTV) Inspection 33 0430 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 33 05 17 Concrete Collars 33 0522 Steel Casing Pipe 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 30 Location of Existing Utilities 33 11 05 Bolts,Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 4920 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 3441 30 Aluminum Signs 34 71 13 Traffic Control Appendix GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 2,2016 City Project No.00778 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 8/28/2018 DATE: Tuesday, August 28, 2018 REFERENCE NO.: **C-28815 LOG NAME: 20SW LEBOW BRENNAN CONSTRUCTION SUBJECT: Authorize Execution of a Contract with Klutz Construction, L.L.C., in the Amount of$2,697,663.00 for Construction of the Lebow Channel Roadway Crossing Replacements Phase 3— Brennan Avenue, Provide for Project Costs and Contingencies for a Total Project Amount of$2,949,763.00 (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with Klutz Construction, L.L.C., in the amount of$2,697,663.00 for construction of the Lebow Channel Roadway Crossing Replacements Phase 3— Brennan Avenue. DISCUSSION: The construction contract recommended by this Mayor and Council Communication is for the construction of a new culvert crossing at Brennan Avenue, installation of a storm drain pipe and inlets, and channel excavation along the Lebow Channel. This project is one phase of the overall multi-phase Lebow Channel Watershed Improvement program to address property and roadway flooding along the Lebow Channel. The project was advertised for bid on May 24, 2018 and May 31, 2018 in the Fort Worth Star-Telegram. On June 28, 2018, the following bids were received: Bidders _ F Amount Klutz Construction, L.L.C. $2,697,663.00 Humphrey&Morton Construction $2,878,899.01 Reyes Group LTD. $3,297,160.10 S J Louis Construction of Texas LTD. F $3,129,855.19 McMahon Contracting $3,700,456.89 Fort Worth Civil Construction, L.L.C. ( $3,817,391.96 DCI Contractin , Inc. ( _ $3,999,742.59 ARK Contracting Services,L.L.C. _ _ _ w$4,178,089.00 1 Costs for the implementation of this project will be funded by the Stormwater Capital Projects Fund. The contract award amount includes a preestablished field order allowances of$110,000.00. Other budget items beyond the construction contract amount include $117,100.00 for material testing and inspection, and $135,000 for contingencies. The total construction budget is $2,949,763.00. Construction is anticipated to start the Fall of 2018 and the contract calls for a 290 Calendar Day construction time. MIWBE OFFICE— Klutz Construction L.L.C., is in compliance with the City's BIDE Ordinance by committing to 3.00% percent MBE participation and documenting good faith effort. Klutz Construction, L.L.C., identified several subcontracting and supplier opportunities. However, the firms contacted in the Logname: 20SW LEBOW BRENNAN CONSTRUCTION I'{i{,e I of 2 areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 25%. Additionally, Klutz Construction, L.L.C., is a certified MWBE firm. This project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION I CERTIFICATION: The Director of Finance certifies that upon the approval of the above recommendations, funds are available in the current capital budget, as appropriated of the Stormwater Capital Projects Fund. FUND IDENTIFIERS (FIDs): TO _ Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year (ChartField 2) � FROM Fund Department ccoun Project JProgram ctivity Budget Reference # moun ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Susan Alanis (8180) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact: Mike Bennett (7891) ATTACHMENTS 1. CPN C00778 Klutz 1295.pdf (Public) 2. CPN C00778 Klutz SAM.PDF (CFW internal) 3. CPN C00778 Lebow Brennan FID Table Aug 7 2018.xisx (CFW Internal) 4. CPN C00778 Lebow Map July 19 2018.pdf (Public) 5. CPN C00778 Lebow MWBE.pdf (CFW Internal) F h h h Logname: 20SW_LEBOW_BRENNAN_CONSTRUCTION Wage 2 of-2- C s CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-380092 Klutz Construction Ilc Kennedale,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 07/16/2018 being filed. City of Fort Worth Date Acknowled ed� 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. C000778 Concrete Box Culvert,Concrete Paving,Clearing and Grubbing, Channel Excavation,Articulating Concrete Block, Landscaping, Irrigation and Grassing. Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling intermediary Woody,Trent Kennedale,TX United States X Woody,Troy Kennedale,TX United States X Klutz,Charles Kennedale,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION ��r��1�.5 vti'1 KI u+z ' My name is � , and my date of birth is�I j�V My address is (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. ecu ' Coun State of el on the day of 20—L. 1PP�°gym+ m nth (year) Notary Public,State of Texas Nr: Py My Commission Expires April 29,2019 Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711 OJ jJ to FORT WORTH CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 to the Specifications & Contract Documents For Lebow Channel Roadway Crossing Replacement At Brennan Avenue City Project No. 00778, Phase 3 Bid Receipt Date: June 21, 2018 Addendum No. 1 Issue Date: June 8, 2018 The Specifications, Contract Documents and drawings for the above mentioned project are revised and amended as follows: ATTACHMENTS TO THIS ADDENDUM: Section 00 42 43— Proposal Form, Pages 1 R-2R. New Plan Sheet—73C Revised Plan Sheets—50R and 77R PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS: CLARIFICATIONS: 1. A temporary road closure will be permitted for a maximum of four months. The road closure will require mayor and council approval. Therefore, the Contractor must notify the City a minimum of two months in advance of the closing. SPECIFICATION AND CONTRACT DOCUMENTS: 2. Section 00 42 43— Proposal Form: A. Replace pages 1-2 with pages 1R-2R. B. Bid item 1-46, 36" SET, has been added and bid item numbering has been revised. C. Asphalt pavement repair quantities, bid items 1-21 and 1-25, have been revised. Addendum No. 1 Page 1 of 2 June 8, 2018 FORT WORTH CONSTRUCTION PLANS: 3. New Plan Sheets: A new plan sheet, sheet 73C, has been added that contains the 36" safety end treatment detail for storm drain line B. 4. Revised Plan Sheets: Replace sheet 50 with sheet 50R. Acceptable backfill will be used for RCP storm sewer and concrete boxes, not select backfill. Replace sheet 77 with sheet 77R. An additional detail has been added for planting proposed trees through the proposed TRM. INFORMATION TO BIDDERS: This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 1" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Re ipt Ac owl ed: Douglas W. Wiersig, P.E. Director TransportatiJ& PU :ic Works Dept. By: Z Company: I l h Z ( U 1�C�YLI<.Le"I Mike B nett, - Projeq Manager Addendum No. 1 Page 2 of 2 June 8, 2018 M 42 43 BID PROPOSAL Pe4e IR of 2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value Unit I:Paving&Drainage Improvements I-1 0241.0100 Remove Sidewalk 0241 13 SF 480 1-2 0241.0300 Remove ADA Ramp 0241 13 EA 1 1-3 0241.0401 Remove Concrete Drive 0241 13 SF 273 1-4 10241.0550 Remove Guardrail 0241 13 LF 56 1-5 0241.0800 Remove Rip Rap 0241 13 SF 3.106 1-6 0241.0900 Remove Existing Concrete Bridge Structure 0241 13 LS 1 1-7 0241.3001 Storm Line Grouting 0241 14 CY 12 1-8 0241.3103 21"Storm Abandonment Plug 0241 14 EA 2 1-9 0241.4401 Remove Headwall/SET 0241 14 EA 2 1-10 0241.4001 Remove 10'Curb Inlet 0241 14 EA 1 1-11 10241.1300 Remove Conc Curb&Gutter 0241 15 LF 346 1-12 3110.0101 Site Clearing 31 1000 LS 1 1-13 3110.0102 6"-12"Tree Removal 31 1000 EA 18 1-14 3110.0103 12"-18"Tree Removal 31 1000 EA 38 1-15 3110.0104 18"-24"Tree Removal 31 1000 EA 15 1-16 3110.0105 24"and Larger Tree Removal 31 1000 EA 16 1-17 3123.0101 Unclassified Excavation by Plan 31 2316 CY 25,000 1-18 13124.0101 Embankment by Plan 31 2400 CY 2.500 1-19 13125.0101 SWPPP z 1 acre 31 2500 LS 1 1-20 13137.0110 Special Ri ra -Articulated Concrete Block Matress* 31 3700 SY 3,795 1-21 13201.0137 10'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 188 1-22 13211.0112 6"Flexible Base,Type A GR-1 32 11 23 SY 7 1-23 13211.0400 Hydrated Lime 32 11 29 TON 12.4 1-24 13211.0501 6"Lime Treatment 32 11 29 SY 832 1-25 13212.0401 HMAC Transition 32 12 16 TON 33.1 1-26 13213.0104 9"Conc Pvmt 32 13 13 SY 784 1-27 3213.0303 6"Conc Sidewalk(including 10'trail 32 13 20 SF 2,990 1-28 3213.0401 6"Concrete Driveway 32 13 20 SF 525 1-29 3213.0505 Barrier Free Ramp,Type M-3 32 13 20 EA 1 1-30 3217.0501 24"SLD Pvmt Markin HAE 32 1723 LF 120 1-31 3231.0113 8'Chain Link,Steel 3231 13 LF 460 1-32 3231.0302 8'Tall 16'Wide Gate Steel 3231 26 EA 3 1-33 13291.0100 Topsoil 3291 19 CY 2,000 1-34 3292.0400 Seeding,H dromulch 32 92 13 SY 17,801 1-35 3292.0500 Seeding,Soil Retention Blanket-Curlex III Fibrenet* 3292 13 SY 11,900 1-36 3292.0100 Block Sod Placement 32 92 13 SY 113 I-37 3301.0002 Post-CCTV Inspection 3301 31 LF 255 1-38 3305.0109 Trench Safety 3305 10 LF 255 1-39 3137.0101 Concrete Ri ra at Storm Drain Line B Outfall 31 3700 SY 5 1-40 13341.0309 36"RCP,Class III 3341 10 LF 319 1-41 13341.2005 10x8 Box Culvert 3341 10 LF 312 1-42 13341.2207 12x10 Box Culvert 3341 10 LF 156 1-43 3349.5001 10'Curb Inlet 33 49 20 EA 1-44 3349.8003 20'Type 2 Inlet 33 49 20 EA 1-45 3349.1000 Headwall Box Culvert 33 49 40 1 CY 400 1-46 3349.4109 36"SET 1 pipe 33 49 40 EA 1 1-47 3441.4003 Furnish/Install Alum Sign Ground Mount City Std, 3441 30 EA 8 1-48 3441.4108 Remove Sin Panel and Post 3441 30 EA 6 1-49 13471.0001 Traffic Control 3471 13 MO 12 1-50 13471.0002 Portable Message Sin 2 total signs) 3471 13 WK 4 1-51 19999.0000 Turf Reinforcement Matting-P550 or Approved Equal* 3292 13 SY 1,174 1-52 19999.0001 2 1/2"Caliper Tree 32 92 43 1 EA 200 1-53 9999.0002 30 Gallon Tree 32 92 43 EA 70 1-54 9999.0003 Irrigation 32 84 23 LS 1 1-55 9999.0004 Retaining Wall 32 32 13 FF 900 1-56 9999.0005 Concrete Drop Structure Includes Underdrain 03 30 00 CY 50 1-57 9999.0006 RAIL TY C411 MOD TXDOT 450 LF 397 CrTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fo-R-i.d 20120120 00 41 00_00 43 1300 42 43 00 43 37 00 45 12_00 35 13Bid Propowl Workbook 00 42 43 BID PROPOSAL Peg.2R of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value 1-58 9999.0007 Pipe Railing(alongGuenther Avenue TXDOT450 LF 25 1-59 9999.0008 SafetyFence Railing(alongretainingwall TXDOT 450 LF 210 1-60 9999.0000 Construction Staking01 71 23 LS 1 1-61 9999.0000 Construction Survey01 71 23 LS 1 11-62 10170.0100 Mobilization 5%of construction 01 7000 1 LS 1 1 1-63 Construction Allowance for Storm Drain I LS 90,000 $1.00 $90,000.00 1-64 Construction Allowance for Paving LS 10,000 $1.00 $10,000.0 SUBTOTAL,-UNIT I(A) -Refer to Manufacturers Specifications in Section Gr-010 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm R-ised 20120120 00 41 00_00 43 13_00 42 43_W 43 37J0 43 12_90 35 13 Bid Proposal Workbook �Ek °m Nd '�^� °m $ - ��� •g h•Y �Hg �=« h 8 a ax " '' So ag fi`95 'm9 bhb m.p'tl":a` .r � LU o °h$`§8fi �0 8s bhE. Ag" b bec § W ^ no a .R �i « . . a$_ 8� a5.oF! ao E -ch«� boc EE$.'c'fi8 Enhco° c pc Ix i h 3 ' _! _� $.a r�ygr:E ! _ t se cfi°m_,� _ emAo_� QwWuj E1. Fa.le c i ' ob�PmoB . �g z$.}fi^ c � �';¢ � ? a 'oa o `Y h i $ g. "S�tb"�J ` fi � 3'I •-� ` ow $ a c E } 5-`. W Be. ei am� ``o nraYo•>a Se, W u < < < Foo«.O RHe. q OV F $per• M°a{•9 g0 c«�� H E«g C` h b b o$o W oa $} •_ $Q. aS "f�e$4 $ :fi &� W u. :R W fiFa« IL-P- 6 3gi«l �fi � — O r b n P N i }8 V m O Y fi eT I- F e`ii o - `¢•` �`= aY.yEE�}` ab $�c h •b cL N$ ofiF J�ko- h Ln o «`g-e.cn o3HoEh E$ " Wbo �rog o c St `i ' _ . N o m o N N. n o e :o r ��o �^E divvy«' ggh 4a� �arB Fogg$«o gh~$uc h 3� N n o uY3 S °EG fiat g6 no eat Jdo�6rcb _g«`•� ab$86. W •_ N ° pe-adp d•m Y bah�F°b beW«e_�! e^ w w N N wa DU SH fi fi -° Wo 4m�p �O F r e N FhE NEa FSF8� ¢ua�a uu °�� o � 69mS 'g6� o o 0 G J d.- W aS e 8 a mr- oPPo� I-ory N $hV C O o - - _ • N n cb U O Nay W «r _ SRR""r�SY� am I `H •� ¢ Sy 8 N o BLL m b 5h . as i = a Q I - 5k 8 N �4 m .�AUS .Jw "ae ���" o ae $$ ad. s dad a a 01 W29 .•$o h d&$ a iw' - aM N W 8 mV• a� �• r h- N u - F° a g S • F uir So oy[1 _ tir c Fbg 6 —Ve �W ry 34: Kph a� o - -- t- ---- - B L. ! .. O 6 I I n 1, - rr f ou._. I m dS gi �6 .9Ld LLP ,- • $ ti o rvry h o o N ._._._._._._._ _ s qs o rIli o. atl p �,� `� W 7. iV a•Lg I i [[ OhS � N 6 a a I jDL W = C d S 11oB�o4x+Y V e a 60 .+ *dId emo13 .ii a b 8n .ko 1--j a ao W z 33 .. m J b " Z RR .88 I Ea $•P V «F 4 S N e6 ; kip �� ............ J ... s fi :-,j « < o LLP > LLP W eLLJ d _h F Ws;L;! oa g a -° .f U- I°u ImOwii) aE: > to d a 0'! wild n.r!F:lrns>r saGvu,vl: r l•rlurir ! r!1 P uvls sryl l0 3713 wn m..ue e�ro,.wn!eu• .iii." >, °r e�i�r�r>uo ou M/0> ny a 11»I/vu FiJ .a 1,if flFienrrl:s I/nfi ,ir! H iMIOI,$I!I IN ��' us C •5 N �• _ _ n�$gf� << u m di Q (, � 1<•,Y .I qUU W gid ••Y - S W.� gig Li W 6. U cn cr cf) V ) Z rillg � � Q O OLL- Li � m Id w � Li cf) flu Qit Id �S - w 5 PAR I S �1� tp6 tl� fit ,It m t &Q o �y 0 3 ygg d �i� A A A a � S S a S a • �tq.-�..i�y�p 110000(D(D ® 3a9111111,111111� W N 3v: � CL MIME g 5 + 6 �: kE�QIfi1 M ry ��p 4p s� 0 x w ,;YMh\,.✓2,Y�K4^^ev`' Y��h1 Yom' yy,,\ n.1n ��••N\Nr\. �5k1Y)Zl�,i.iYiZ y<yyZ m FORT NORTH CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 to the Specifications & Contract Documents For Lebow Channel Roadway Crossing Replacement At Brennan Avenue City Project No. 00778, Phase 3 Bid Receipt Date: June 21, 2018 Addendum No. 2 Issue Date: June 15, 2018 The Specifications, Contract Documents and drawings for the above mentioned project are revised and amended as follows: ATTACHMENTS TO THIS ADDENDUM: Section 00 42 43—Proposal Form, Pages 1 Ra-3R. Revised Plan Sheets—20BR, 71 R PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS: CLARIFICATIONS: 1. Post-CCTV inspection will be required for all installed reinforced concrete pipes and boxes conforming to the requirements of Section 33 01 31. Refer to paragraph 3.7.A.1.a of City specification 33 41 10 — Reinforced Concrete Storm Drain Pipe Culverts. Post-CCTV inspection shall be paid for per linear and is included in the bid proposal. 2. Refer to Sheet 11 of the Water Plans for temporary pavement repair details, City Detail STR-030. 3. The P550 turf reinforcement matting will require anchoring using a North American Green TLA2-Z anchor or approved equal in addition to staples. Refer to installation details and guidelines included in the Appendix of the Contract Documents. SPECIFICATION AND CONTRACT DOCUMENTS: 4. Section 00 42 43—Proposal Form: A. Replace pages 1R-2R and 3 with pages 1 Ra-3R. B. Quantity for Bid Item 1-40, 36" RCP has been revised to 299 LF. Addendum No. 2 Page 1 of 2 June 15, 2018 FORTWORTH C. Quantity for Bid Item 1-58, Pipe Railing (along Guenther Avenue) has been revised to include replacement at Storm Drain Line B crossing. D. A new bid item, Bid Item 1-59, Single Pipe Rail Fence has been added for the crossing at Storm Drain Line B. E. Quantity for Bid Item II-3, Temporary Asphalt Paving Repair has been revised to 44 LF. F. A new bid Item, Bid Item II-7, Imported Embedment Backfill, CSS has been added. Cement stabilized sand backfill will now be paid separately from the proposed 12" DIP water line. CONSTRUCTION PLANS: 5. Revised Plan Sheets: A. Replace sheet 20B with sheet 20BR. Notes have been added for the removal and replacement of pipe railing and single pipe rail fence at STA 1+50. B. Replace sheet 71 with 71 R.An additional row has been added to the Table of Dimensions and Reinforcing Steel for 17' maximum wingwall height. The maximum headwall height for this project is 16.7'. INFORMATION TO BIDDERS: This Addendum No. 2, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 2 by completing the requested information at the following locations: (1) In the space provided on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 2" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 2 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Rec ipt Ack le ouglas W.Wiersig, P.E. Director Transportation & Pu ' Works Dept. By. �� K, Company: By: i Mike Ben e , Project anager Addendum No. 2 Page 2 of 2 June 15, 2018 00 42 43 BID PROPOSAL Page IRa of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value Unit I:Pavina&Drainage Improvements 1-1 0241.0100 Remove Sidewalk 0241 13 SF 480 1-2 0241.0300 Remove ADA Ramp 0241 13 EA 1 1-3 0241.0401 Remove Concrete Drive 0241 13 SF 273 1-4 0241.0550 Remove Guardrail 0241 13 LF 56 1-5 0241.0800 Remove Rip Rap 0241 13 SF 3 106 1-6 0241.0900 Remove Existing Concrete Bridge Structure 0241 13 LS 1 1-7 0241.3001 Storm Line Grouting 0241 14 CY 12 1-8 0241.3103 21"Storm Abandonment Plug 0241 14 EA 2 1-9 0241.4401 Remove Headwall/SET 0241 14 EA 2 1-10 0241.4001 Remove 10'Curb Inlet 0241 14 EA 1 1-11 0241.1300 Remove Conc Curb&Gutter 0241 15 L= 346 1-12 3110.0101 Site Clearing 31 1000 LS 1 1-13 3110.0102 6"-12"Tree Removal 31 1000 EA 18 1-14 3110.0103 12"-18"Tree Removal 31 1000 EA 38 1-15 3110.0104 18"-24"Tree Removal 31 1000 EA 15 1-16 3110.0105 24"and Larger Tree Removal 31 1000 EA 16 I-17 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 25,000 1-18 3124.0101 Embankment by Plan 31 2400 CY 2,500 1-19 3125.0101 SWPPP >_1 acre 31 2500 1 LS 1 1-20 3137.0110 Special Ri ra -Articulated Concrete Block Matress* 31 3700 SY 3,795 1-21 3201.0137 10'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 188 1-22 3211.0112 6"Flexible Base Type A GR-1 32 11 23 SY 7 1-23 3211.0400 Hydrated Lime 32 11 29 TON 12.4 1-24 13211,0501 6"Lime Treatment 32 11 29 SY 832 1-25 3212.0401 HMAC Transition 32 1216 TON 33.1 1-26 3213.0104 9"Conc Pvmt 32 13 13 1 SY 784 1-27 3213.0303 6"Conc Sidewalk(including 10'trail 32 13 20 SF 2,990 1-28 3213.0401 6"Concrete Driveway 32 1320 SF 525 1-29 3213.0505 Barrier Free Ramp,Type M-3 32 13 20 EA 1 1-30 3217.0501 24"SLD Pvmt Markin HAE 32 1723 LF 120 1-31 13231.0113 8'Chain Link Steel 3231 13 LF 460 1-32 3231.0302 8'Tall 16'Wide Gate,Steel 3231 26 EA 3 1-33 3291.0100 Topsoil 3291 19 1 CY 2 000 1-34 3292.0400 Seeding,H dromulch 3292 13 SY 17,801 1-35 3292.0500 Seeding,Soil Retention Blanket-Curlex III Fibrenet* 3292 13 SY 11,900 1-36 3292.0100 Block Sod Placement 3292 13 SY 113 1-37 3301.0002 Post-CCTV Inspection 3301 31 LF 255 1-38 13305.0109 Trench Safety 3305 10 LF 255 1-39 3137.0101 Concrete Ri ra at Storm Drain Line B Outfall 31 3700 SY 5 1-40 3341.0309 36"RCP Class III 3341 10 LF 299 1-41 3341.2005 10x8 Box Culvert 3341 10 LF 312 1-42 3341.2207 12x10 Box Culvert 3341 10 LF 156 1-43 3349.5001 10'Curb Inlet 33 49 20 EA 1 1-44 3349.8003 20'Type 2 Inlet 33 49 20 EA 1 1-45 13349.1000 Headwall Box Culvert 33 49 40 CY 400 1-46 13349.4109 36"SET 1 pipe 33 49 40 EA 1 1-47 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 8 1-48 3441.4108 Remove Sign Panel and Post 3441 30 EA 6 1-49 3471.0001 Traffic Control 3471 13 MO 12 150 3471.0002 Portable Message Sin 2 total si ns 3471 13 VVK 4 1-51 9999.0000 Turf Reinforcement Matting-P550 orApproved Equal* 3292 13 SY 1,174 1-52 9999.0001 2 1/2"Caliper Tree 32 92 43 EA 200 1-53 9999.0002 30 Gallon Tree 32 92 43 EA 70 1-54 9999.0003 Irrigation 32 84 23 LS 1 1-55 9999.0004 Retaining Wall 32 32 13FF 900 1-56 9999.0005 Concrete Drop Structure Includes Underdrain 633060 33000 CY 50 1-57 9999.0006 RAIL TY C411 MOD) ITXDOT4501 LF 397 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20120120 00 41 00 00 43 13 00 42 43_00 43 37 00 45 12_00 35 13_Bid Proposal Workbook 00 42 43 BID PROPOSAL Page 2Ra of 2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of No Description Section No. Measure Bid Quantity Unit Price Bid Value 1-58 9999.0007 Pipe Railing aloe Guenther Avenue TXDOT 4501 LF 37 1-59 9999.0008 Single Pie Rail Fence(along Guenther Avenue TXDOT 450 LF 13 1-60 9999.0009 Safety Fence Railing(along retaining wall TXDOT 450 LF 210 1-61 9999.0010 Construction Staking 01 71 23 LS i 1-62 19999.0011 Construction Survey 01 71 23 LS 1 1 1-63 0170.0100 Mobilization 5%of construction 01 7000 IS 1 1-64 Construction Allowance for Storm Drain LS 90 000 $1.00 $90000.00 1-65 lConstruction Allowance for Paving LS 10,000 $1.00 $10,000.001 SUBTOTAL-UNIT I(A) •-Refer to Manufacturers Specifications in Section Gr-010 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20120120 00 410000 43 13_00 42 47_00 43 37 00 45 12 00 35 I3_Bid Froposd Workbook 00 42 43(2) BID PROPOSAL P.p 3R d 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value Item No. Section No. Measure Unit II:Water Line Im rovements II-1 0241.1305 Remove and Salvage 12"Water Valve 0241 14 EA 1 II-2 3201.0121 4'Wide Asphalt Pvmt Repair,Arterial 3201 17 LF 4 11-3 3201.0400 Tem ora Asphalt Paving Repair 3201 18 LF 44 F 11-4 13304.0101 Temporary Water Services 33 04 30 LS 1 11-5 3305.0115 Vacuum Excavation 33 05 30 EA 2 II-6 3305.0109 Trench Safety 33 05 10 LF 24 11-7 3305.0202 Imported EmbedmenUBackfill CSS 33 05 10 CY 34 11-8 3305.1104 24"Casing By Other Than Open Cut 33 05 22 LF 143 II-9 3305.2004 12"Water Carrier Pie DIP 33 05 24 LF 143 II-10 3311.0451 12"DIP Water 33 1110 LF 38 II-11 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 1.3 11-12 3312.2202 2"Bored Water Service New Service-1700 Brennan Ave 33 12 10 EA 1 11-13 3312.2203 2"Water Service New Service-1700 Brennan Ave 34 1210 EA 1 II-14 3312.3005 12"Gate Valve 33 1220 EA 2 II-15 3312.0117 Connection to Existing 4"-12"Water Main 33 1225 EA 2 II-16 9999.0000 Construction Staking 01 71 23 LS 1 II-17 9999.0000 Construction Survey 01 7123 LS 1 II-18 Construction Allowance for Water Improvements LS 10,000 $1.00 $10000.00 SUBTOTAL-UNIT II(B) Base Bid Unit I Subtotal(A) Unit II Subtotal(8) Total Base Bid(A+B): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUIVIENTS Fomi Rind 20120120 00 4100_00 43 13_N 42 43_M 43 37 00 45 12 00 35 13 Bid Propowl Workbook ec H I I I r I . Z • • I M d I • I O t � C•cc 7 + o u A E 0 3 N LLJ V g VI O . H a h W Z Iz Ix to W z0 ` n wo ym �+ m N` n 11 I t - - - K Z ')1 8 Z U ,t4 yy mv> - --- kk p "� t � A' �m �•+ �ti to lei a 1 1: h6V OW < oi I � 1 2�2�.i2 . e _ d V N n313 d/1 0 € n 61 'Z a t' C10 ¢g I u ras gQ 9Q I 4�-- 9yTCD y _ SIM 7. CL t m 3 _ . .. HhY W a g k Z I S; a Y ` fi- �a n o F Q IY3S �� tx� o f3 PIm Toc r �a �� R ' 1L 4 H - qq i �.... we �• �a �to��z Z }3 � r 8 u R a ��a�g a��aa g f ''' §'$ 8k o o n313d/l $ 9 F 1x,14� C ixc3a vii N � a ...}^.3on%r'.V.-WYNAk ••-.,1t::G-45.•t2 d...:.: n.r.'RN ..^ ._W'rt T.. •. �.:�.n+-a..-'.w. r,! l+ri:H:.\.. 'M •n u.>:tf"!.!a... y :•1 0 - . c O u Y S o b b3 €' y y ay � • a"ebit j5 8 �abQC 6n g c 6ffi 8 .W��. a �. •s F �yyyyyas g � s €s z 3 o W J h 65 f� a o« a$Sffio F nox g_k «. .b I 8 gY6E� - �f; 6 LL J U ! fi . d8€ bffi cE .8' - dem g F- R W a a 3 co.F�.$ r iE g+ _ 8� 5 b8 - k yC -"n m@ _o im `o oew• o WE''c • u b � .�- °°rF CC Q 0 0 Y U CCyI C V�si u eco R x •ffiffi °ffi~ E� W _ r ':b� m..9•o yt,4fib ° . 6auGGuy�°$ i� ~ ° $r_Tm ` _«Mai �o•o oh gg m u c c $C�g bfib�.:�Y . b Fo°n�.. ;�g-:«5 . z6-6. I■If a. •8 €8• «o Qe o � U � ! 55_ «`cR. >- F§o E «- gg b- Q o 6c o � cr•oc\ffi-« Ec $. Omou� ` $ !! N bbb dga�8i k� i �ii 6 i«e:o hELL X6 8 :• o___m- . pp -� 000 O O e 00 O =a'koaE SF�� m N 0 A 6 Lo :v O N m All $ g W f - - g m F g �v E m "'g It ba 3 0� ' I ' ��.. O z �: z a mffiu 3� ..zia: $�� b• _o s �- 0 O o I . N o �" .i �� o w c o w `y Ems I > .. "ffi rt ((` J t1l ii > I Y J O m w > tlzy o; - \\I S 0 , o 1 14 OL cc 1 fit- � N •o.•� ' m � .,z •5.3 ..z � a •� m ' m oL+z � I s01. N lo •s��ct a ° I > J 6666• 66 86,� I �w ,--E _ I OU _-m_ Ji m I W -d-"— — I_ t a to 0 s g i, Q u ,ry - •-J I J I J J m fig. a ao Q O a W w ,�- mcoW 4usa> m$'�iw ..t I�M171 u W a �I�I 0Y oro Nmm Z o°c 000000000...000==f--NN Z «1u' 0000tioti tiod000tiootio ti00000 °" E`` E « o �� MH z „o•,z w�kF^ Yw mm•m..m'8i0000� �oAry 1/ � �n euieeuieelou� mldo___ O„o-.I I-M{ o: oRl P O 1 H L H $+mooon.."° VH �_`g uV tiootitioedodd66o- :::vidAinnuuommmM:u'Oimtimm"mNN m cc O m 6666666666661 66Z;,66....o oma m I � I I Z g 3 CL WSE° hog .'� .�.^-� ".'°:;:^ i �``� L) g ] b IS i n N'.i i n M i i Y N Y i ....... 1 U S oT W L myNhc 8 0000000000000mmmmumcoom° or o z In _ m. " I 1 a” O ry z $• -------- --- c Q -I-LIS f M i Y t v Y Y Y t Y i.M I �� •H .�La Z W` " •PPS-ON.Im� I w Tj;z W 0 p g 6666666" a66ry -- . - W; -- -- a WV 66666ry �66:n gy m x ----- �,.' . .'^: : : - O a Q N a z g 66666v1 1 1 .66um6n N6c-- u I r [L I F g N N Annn mPul P.m.m i.l_m P �« ' N - > 1 ryry � .N Z „0-•L CZ NNA nnZIZIYl of Z.Z1f_m:NO-NAZI Pi.1� 1 H Z:, u.ls/.aw)a rn.!I wo//bur/Insa/sa6ewu5 In sllnsa/!v//v/v//'( ss.w/a//a4sv N 0/aW./t t(Vi/o .3)!! y,/./Aul�gisuonsa.w salons v 10011 /a.ws . o0/nd Ail. o/100a1,q.psl W!1 31V0 Au.N AY./n.ox Jia aalla./d 6viiaavi6u3 s...L.Vl A9 o+uNa.O s!0//Ou.J.slut/0 .,asx 43ilY13S/O FORT WORTH CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 to the Specifications & Contract Documents For Lebow Channel Roadway Crossing Replacement At Brennan Avenue City Project No. 00778, Phase 3 Bid Receipt Date: June 28, 2018 Addendum No. 3 Issue Date: June 20, 2018 The Specifications, Contract Documents and drawings for the above mentioned project are revised and amended as follows: ATTACHMENTS TO THIS ADDENDUM: Section 00 42 43— Proposal Form, Pages 1 Rb-2Rb Section 32 84 23— Landscape Irrigation 1 R Revised Plan Sheets—6BR, 71 Ra PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS: CLARIFICATIONS: 1. The M/SBE goals for this project as stated in Sections 00 45 40 and 00 45 41 of the Contract Documents will also apply to the construction allowances included in the Bid Proposal. 2. The anti-graffiti paint coating included in Sheet 64, Note 17 will be applied only for the retaining wall included on that sheet. No other concrete surface will have the anti-graffiti paint coating applied to it. 3. Temporary irrigation for the north side of Brennan Ave will be the responsibility of the Contractor during establishment. Refer to Section 1.2.A.2.c of City Specification 32 92 13, Hydromulching, Seeding, and Sodding. No permanent irrigation will be constructed on the north side of Brennan Ave as a part of this project. 4. Any brush piles or other debris currently located within proposed access corridors, staging areas, or stock pile areas shall be removed by the Contractor. Work will be included under the site clearing bid item. Addendum No. 3 Page 1 of 3 June 20, 2018 FORT WORTH SPECIFICATION AND CONTRACT DOCUMENTS: 5. Section 00 11 13—Invitation to Bidders: A. Bids will be received until 1:30 PM, Thursday, June 28th, 2018 and then will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. All other provisions of this section shall remain in effect. 6. Section 00 42 43—Proposal Form: A. A new bid item, Bid Item 1-7— Remove Concrete Pavement has been added. This bid item will cover the removal of the existing concrete pavement under the HMAC surface within Brennan Ave. B. New bid items, Bid Item 1-24 and 1-25 have been added. The repair of the Parks driveway will now be paid for separately per square yard of Type B and Type D Pavement. C. The quantity has been revised for Bid Item 1-23. Quantity was increased to include flex base required for the repair of the Parks driveway. 7. Section 32 84 23—Landscape Irrigation: D. The two root water zone watering systems requirement included in section 1.2.A.1.c.2 of the original specification has been removed. Refer to the irrigation sheets within the construction plans for proposed irrigation components. CONSTRUCTION PLANS: 8. Revised Plan Sheets: A. Replace sheet 6B with 6BR. The repair of the Parks driveway will be paid separately and is no longer subsidiary with no separate pay. B. Replace sheet 71R with 71 Ra. Backfill has been specified as free draining granular backfill per section 4.4 of the geotechnical report. Section A-A has been revised to show the limits of free draining granular backfill. INFORMATION TO BIDDERS: This Addendum No. 3, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 3 by completing the requested information at the following locations: (1) In the space provided on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 3" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 3 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 3 Page 2 of 3 June 20, 2018 FORT WORTH Re ipt Ac owl ge Douglas W. Wiersig, P.E. Director Transportation &P blic Works Dept. By: Company: 1 y: !_ / Mike ennett, P. . Proje t Manager Addendum No. 3 Page 3 of 3 June 20, 2018 OD 42 43 BIDPROPOSAL Page 1 Rb of 7 SECTION 00 42 43 PROPOSAL FORM REVISED 6-20-18 UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bt�V Unit I:Paving&Drainacie Improvements 1-1 0241.0100 Remove Sidewalk 0241 13 SF 480 1-2 0241.0300 Remove ADA Ramp 0241 13 EA 1 1-3 0241.0401 Remove Concrete Drive 0241 13 SF 273 1-4 10241.0550 Remove Guardrail 0241 13 LF 56 1-5 10241.0800 Remove Rip Rap 0241 13 SF 3,106 i-6 10241.0900 Remove Existing Concrete Bridge Structure 0241 13 LS 1 1-7 10241,1000 Remove Conc Pvmt 0241 15 SY 784 1-8 10241.3001 Storm Line Grouting 0241 14 CY 12 1-9 10241.3103 21"Storm Abandonment Plug 0241 14 EA 2 1-10 0241.4401 Remove Headwall/SET 0241 14 EA 2 1-11 0241.4001 Remove 10'Curb Inlet 0241 14 EA 1 1-12 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 346 1-13 3110.0101 Site Clearing 31 1000 LS 1 1-14 3110.0102 6"-12"Tree Removal 31 1000 EA 18 1-15 3110.0103 12"-18"Tree Removal 31 1000 EA 38 1-16 13110.0104 18"-24"Tree Removal 31 1000 EA 15 1-17 13110.0105 24"and Larger Tree Removal 31 1000 EA 16 1-18 13123.0101 Unclassified Excavation by Plan 31 2316 CY 25,000 1-19 3124.0101 Embankment by Plan 31 2400 CY 2,500 1-20 3125.0101 SWPPP 2:1 acre 31 2500 LS 1 1-21 3137.0110 Special Ri ra -Articulated Concrete Block Matress' 31 3700 SY 3,795 1-22 3201.0137 10'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 188 1-23 3211.0112 6"Flexible Base Type A GR-1 3211 23 SY 1 687 1-24 3212.0302 2"Asphalt Pvmt Type D 32 12 16 SY 1,680 1-25 3212.0501 4"Asphalt Base Type B 32 12 16 SY 1,680 1-26 3211.0400 Hydrated Lime 32 11 29 TON 12.4 1-27 3211.0501 6"Lime Treatment 32 11 29 SY 832 1-28 3212.0401 HMAC Transition 32 1216 TON 33.1 1-29 3213.0104 9"Conc Pvmt 32 13 13 SY 784 1-30 13213.0303 6"Conc Sidewalk(including 10'trail 32 1320 SF 2 990 1-31 3213,0401 6"Concrete Driveway 32 13 20 SF 525 1-32 3213.0505 Barrier Free Ramp,Type M-3 32 13 20 EA 1 1-33 3217.0501 24"SLD Pvmt Markin HAE 32 17 23 LF 120 1-34 3231.0113 8'Chain Link Steel 3231 13 LF 460 1-35 3231.0302 8'Tall 16'Wide Gate Steel 3231 26 EA 3 1-36 3291.0100 Topsoil 3291 19 CY 2 000 1-37 3292.0400 Seeding,H dromufch 3292 13 SY 17.801 1-38 3292.0500 Seeding,Soil Retention Blanket-Cudex III FibreneY 32 92 13 SY 11,900 1-39 3292,0100 Block Sod Placement 3292 13 SY 113 1-40 3301.0002 Post-CCN Inspection 3301 31 LF 255 1-41 3305.0109 Trench Safety 3305 10 LF 255 1-42 3137.0101 Concrete Ri ra at Storm Drain Line B Outfall 31 3700 SY 5 1-43 13341.0309 36"RCP Class III 3341 10 LF 299 1-44 13341.2005 10x8 Box Culvert 3341 10 LF 312 1-45 13341.2207 12x10 Box Culvert 3341 10 LF 156 1-46 3349.5001 10'Curb Inlet 33 49 20 EA 1 1-47 3349.8003 20'Type 2 Inlet 33 49 20 EA 1 1-48 3349.1000 Headwall.Box Culvert 33 49 40 CY 400 1-49 3349.4109 36"SET 1 pipe 33 49 40 EA 1 1-50 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 1 8 1-51 3441.4108 Remove Sign Panel and Post 3441 30 EA 6 1-52 13471.0001 Traffic Control 3471 13 MO 12 1-53 3471.0002 Portable Message Sin 2 total signs) 3471 13 WK 4 1-54 9999.0000 Turf Reinforcement Matting-P550 or Aperoved Equal* 3292 13 SY 1,174 1-55 9999.0001 2 1/2"Caliper Tree 1 32 92 43 EA 200 1-56 9999.0002 30 Gallon Tree 1 32 92 43 EA 70 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Rcvixd 70120170 00 41 00_00 43 13_00 42 4300 43 37 00 45 12_00 35 13 Bid Proposal Workbook 004243 BID PROPOSAL Page 2Rb of 2 SECTION 00 42 43 PROPOSALFORM REVISED 6-20-18 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Description Specification Quantity Unit Price Bid Value No. Section No. Measure 1-57 9999.0003 Irrigation 32 84 23 LS 1 1-58 9999.0004 Retaining Wall 3232 13 FF 900 1-59 9999.0005 Concrete Drop Structure Includes Underdrain 03 30 00 CY 50 1-60 9999.0006 RAIL TY C411 MOD TXDOT 450 LF 397 1-61 9999.0007 Pipe Railing(along Guenther Avenue TXDOT 4501 LF 37 1-62 19999.0008 Single Pie Rail Fence(along Guenther Avenue TXDOT 4501 LF 13 1-63 9999.0009 Safety Fence Railing(along retaining wall TXDOT 4501 LF 210 1-64 9999.0010 Construction Staking 01 71 23 LS 1 1-65 9999.0011 Construction Survey 01 71 23 LS 1 1-66 0170.0100 Mobilization 5%of construction 01 7000 LS 1 1-67 Construction Allowance for Storm Drain LS 90,000 $1.00 $90,000.00 1-68 Construction Allowance for Paving LS 10.000 $1.00 $10,000.00 SUBTOTAL-UNIT I(A) •-Refer to Manufacturers Specifications in Section Gr-010 60 00 Product Requirements t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20120120 00 410000 43 1300 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 32 84 23 Landscape Irrigation Page 1 R of 16 SECTION 32 84 23 LANDSCAPE IRRIGATION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Landscaping within street right-of-way and easements and establishment requirements. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 31 10 00—Site Clearing 4. Section 32 92 13 -Hydromulching, Seeding and Sodding 5. Section 32 91 19-Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Landscape Irrigation a. Measurement 1) Measurement for this Item shall be per lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per lump sum or as a percentage of the lump sum agreed upon between the inspector and contractor. c. The price bid shall include: 1) Furnishing, installing and design of landscape irrigation. The drawings provided are a performance based design and require the contractor to design the system. 2) Drip Irrigation systems for turf 3) Irrigation Controllers 4) Connection to City Water Mains and backflow preventers as required by city standards 5) Coordinate Taps and water meter requirements. All fees associated to be included. 6) Hauling 7) Grading and Backfilling 8) Excavation 9) Water 10) Removing and disposing of surplus material 1.3 REFERENCES 1. Regulatory Requirements 1. Comply with the regulations,codes and ordinances of the Authority Having Jurisdiction. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 x , ' ox r LL IN P/. �f Sq ' -Z 1 I rr� jig at !1 iA I , I 6 ! e ��! �� of :vi; mvp 11111. �€ � � S! a� M J o -� 8 ` ay .fi y Yod = aB a a g g g g g� Q o ERbai o= p ¢ h� Ck g �t! o '• o ° v « • ' to z �S C7 CL 3 tag .€ � ' e ��R2ei� -o k �• Ec � � `g6 g t6�g` - �• � 3 > R � W'o�� u— a ; �� C■B L - � Ise, � � ° •�$«8€ : ptp{.. 6�'Sbe bEccit Lw � k a T.. € °� °—•.O Q CCb I�•� �� •2E� �./ am• GO°G i PP. Y• a g € 8 f -"8- 3 d� 9Eo �.;°e-+`bo'•Q'w��-`i��E8 !15H, �f bbb Haii! ft kh !15 6 Nlml It E Z.q2 Z. q �g�.8$to g=�6$$• 000 O O O 00 O ® �� �jNji-.big;; "=oj All 8 S F + a ;� ys IW sig1 t T s _eR t■ WR'�K W> = �i� d o� SF � ■ '1 - V o'«6• 6 h'a a+ �b __ EZ T 1 - o a off$ 3 =a « � a aosi o o + °f Wp ' I Lf N � • I _• •p 1, 5 • o v r CL /D .ox+Z W _ I M .F I b x M 0000mfoo c c W V > F' J LLX {� po 6Z+z v W Z 08 ■K f l l t V I f �' i 1 N l Y 1 _ P j JaD �• I d ~ ���-YYTiYTii a� EiTi ♦ vi - '" — — WLA F Jmt K Lp M C Lp m o d p Y d p ;, s W��= a� bean.P�d�e�u�dM1r�0000m''o•i•iec_:�� _ .o-.f � a aa�� QQ tlFl • W7+m.N•M«N25A«iN$an:lo e � m 3 1 H 1 H _� ��] o000000d000000--_ Flu•i"ir �u•s•` I fU 11 'ry � t 1 �Aa��:��o�appa.��ppc:�a��� 0m „_„ W C� ON P N„riw OO •1 nP1 ieNIPFlMIONP�s M!2!2 b V I O {o oOOOOOOO00000u�nu�o�ouiouuiou I Z g •S oy, A ____��_���_�� 1 •x s 3 .z a �� W 6666666666666;,66�P O�°iO tONIO.O O ■ N V) — C• � •ztSiiiT'siiii:i^YYY«YY'YYTYY H Wy N+ YL+Z ,vim x • I ..�,0 OOOOOOONN•I fPPOo;.:,;. W s 00000ili� !-61 6 mooueioin000 H g Z On c O a CL . 6 ooH'N6e•::ooNuoP�leeaoN__IEihQ i_ O^ W NNNhhhh:r.hninn NN1_F OOTPP j > ; J N - F.o)♦LpE =N NNNb NNN OO d/ �� O• O NON ONOOp Oi• L �_� inuui-roeo�o:-iV in:i°Nr 1 H z. -. 'fM f)l iuo)l bu�]lneal sa6¢wep M sllnsat)N]apwl)al ao slP�ul....ylp of p)epuels spy//o 3113 IM•N••] ]f/AIi1�Cl+vodraa ou 1(10.1 pf#V•asvdlnd Au I l00.1 Ay a z�pug. '31tl0 (uf p Aw>f]a•x aN Eu3s ray aV]of paulanoE f/..... s 11 aul 1p e3mn�sm FORT WORTH CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 4 to the Specifications & Contract Documents For Lebow Channel Roadway Crossing Replacement At Brennan Avenue City Project No. 00778, Phase 3 Bid Receipt Date: June 28, 2018 Addendum No. 4 Issue Date: June 22, 2018 The Specifications, Contract Documents and drawings for the above mentioned project are revised and amended as follows: ATTACHMENTS TO THIS ADDENDUM: Section 00 21 13— Instruction to Bidders, Pages 1R-2R Section 32 84 23— Landscape Irrigation, Page 1 Ra Section 32 92 13— Hydromulching, Seeding and Sodding, Pages 1 R-8R Section 32 93 43—Trees and Shrubs, Pages 15R-16R PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS: CLARIFICATIONS: 1. Any articulated concrete block (ACB) product to be considered for approval by the City must be held together by stainless steel cables. No other material shall be considered. SPECIFICATION AND CONTRACT DOCUMENTS: 2. Section 00 21 13— Instruction to Bidders: A. Section 3.1.2 has been removed. There is no pre-qualification required for roadway and pedestrian lighting. 3. Section 32 84 23 — Landscape Irrigation: A. A drip irrigation system for the turf will not be required. The specification has been revised to remove this requirement. Refer to the irrigation sheets within the construction plans for proposed irrigation components. Addendum No. 4 Page 1 of 2 June 22, 2018 FORT WORTH 4. Section 32 92 13—Hydromulching, Seeding and Sodding A. Mowing requirements have been removed from sections 1.2.A.2.c.5 and 3.13.6.1. Mowing of native grass planted as part of this project will not be allowed so that it may go to seed. B. Section 3.13.B,3.a has been removed. Mowing will not be allowed of native grass planted. 5. Section 32 93 43—Trees and Shrubs: A. Sections 3.14.A.j and 3.14.A.k of the original specification have been removed. Mowing of the turf will not be allowed so that the native grass planted may go to seed. B. Section 3.14.A.p of the original specification has been removed. The contractor will not be required to replace trees after the one-year establishment period. Refer to sections 3.8 and 3.9 for procedures regarding dead or distressed trees identified during the one-year establishment period. INFORMATION TO BIDDERS: This Addendum No. 4, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 4 by completing the requested information at the following locations: (1) In the space provided on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 4" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 4 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Reipt A yowl ge Douglas W. Wiersig, P.E. Director Transportation & Public Works Dept. By"In - Company: Mike Bon4ftW. Project(Manager, Addendum No. 4 Page 2 of 2 June 22, 2018 0021 13-1 INSTRUCTIONS TO BIDDERS Page IR of 9 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 00-GENERAL CONDITIONS. 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person,firm,partnership,company,association,or corporation acting directly through a duly authorized representative,submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2.Nonresident Bidder:Any person,firm,partnership,company,association,or corporation acting directly through a duly authorized representative,submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided)makes an award. 2. Copies of Bidding Documents 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2.City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 3.1.All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified(even if inadvertently opened)shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Paving—Requirements document located at; https://proj ectpoint.buzzsaw.com/fortworthizov/Resources/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavina %20Contractor%2OPregualification%2OPrograni/PREQUALIFICATION%20REO UIREMENTS%20FOR%20PA V 1NG%2000NTRACTORS.PDF?public CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 002113-2 INSTRUCTIONS TO BIDDERS Page 2R of 9 3.1.2. Water and Sanitary Sewer—Requirements document located at; https://Droiectpoint.buzzsaw.com/fortworthpov/Resources/02%20- %20Construction%2ODocuments/Coiitractor%2OPrequalification/Water%20and%2 OSanitarv%2OSewer%2OContractor%2OPrequalif cation%2OProgram/WSS%20pre g ual%20requirements.doc?public 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 45 11,BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s)for a project to submit such additional information as the City,in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project,and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame.Based upon the City's assessment of the submitted information,a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested,may be grounds for rejecting the apparent low bidder as non-responsive.Affected contractors will be notified in writing of a recommendation to the City Council. M 3.4.In addition to prequalification,additional requirements for qualification may be requirod within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 4.1.Before submitting a Bid,each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents(including"technical data" referred to in Paragraph 4.2.below).No information given by City or any representative of the City other than that contained in the Contract Documents and officially h promulgated addenda thereto,shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal,state and local Laws and Regulations that may affect cost, F progress,performance or furnishing of the Work. CITY OF FORT WORTH Lebow Chanel Roadway Crossing , { STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 32 84 23 Landscape Irrigation Page l Ra of 16 SECTION 32 84 23 LANDSCAPE IRRIGATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Landscaping within street right-of-way and easements and establishment requirements. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 31 10 00—Site Clearing 4. Section 32 92 13 -Hydromulching, Seeding and Sodding 5. Section 32 91 19-Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Landscape Irrigation a. Measurement 1) Measurement for this Item shall be per lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for at the unit price bid per lump sum or as a percentage of the lump sum agreed upon between the inspector and contractor. c. The price bid shall include: 1) Furnishing, installing and design of landscape irrigation. The drawings provided are a performance based design and require the contractor to design the system. 2) Irrigation Controllers 3) Connection to City Water Mains and backflow preventers as required by city standards 4) Coordinate Taps and water meter requirements. All fees associated to be included. 5) Hauling 6) Grading and Backfilling 7) Excavation 8) Water 9) Removing and disposing of surplus material 1.3 REFERENCES 1. Regulatory Requirements 1. Comply with the regulations,codes and ordinances of the Authority Having Jurisdiction. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 3292 13-1 HYDROMULCHING,SEEDING AND SODDING Page 1R of 8 SECTION 32 92 13 HYDROMULCHING, SEEDING AND SODDING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, or as directed. B. Deviations from this City of Fort Worth Standard Specification 1. Section 2.2.2.A.2.c—Seed mix composition and application rate has been revised 2. Section 2.2.2.A.7.a—Soil retention blanket shall be Curlex III Fibrenet or approved equal. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 32 91 19—Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Block Sod Placement a. Measurement 1) Measurement for this Item shall be by the square yard of Block Sod placed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square yard of Block Sod placed. c. The price bid shall include: 1) Furnishing and placing all sod 2) Rolling and tamping 3) Watering(until established) 4) Disposal of surplus materials 2. Seeding a. Measurement 1) Measurement for this Item shall be by the square yard of Seed spread. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square yard of Seed placed for various installation methods. c. The price bid shall include: 1) Furnishing and placing all Seed 2) Furnishing and applying water for seed fertilizer 3) Slurry and hydraulic mulching 4) Fertilizer 5) Watering(until established) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2R of 8 6) Disposal of surplus materials 3. Mowing a. Measurement 1) Measurement for this Item shall per each. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed(PLS) b. Name and type of seed 2. All seed shall be tested in a laboratory with certified results presented to the City in writing, prior to planting. 3. All seed to be of the previous season's crop and the date on the container shall be within 12 months of the seeding date. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING A. Block Sod 1. Protect from exposure to wind, sun and freezing. 2. Keep stacked sod moist. B. Seed 1. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 2. Each species of seed shall be supplied in a separate,labeled container for acceptance by the City. C. Fertilizer 1. Provide fertilizer labeled with the analysis. 2. Conform to Texas fertilizer law. 1.11 FIELD [SITE] CONDITIONS [NOT USED] - - --' F 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-3 HYDROMULCHING,SEEDING AND SODDING Page 3R of 8 2.2 MATERIALS AND EQUIPMENT A. Materials 1. Block Sod a. Sod Varieties(match existing if applicable) 1) "Stenotaphrum secundatum" (St.Augustine grass) 2) "Cynodon dactylon" (Common Bermudagrass) 3) "Buchloe dactyloides" (Buffalograss) 4) an approved hybrid of Common Bermudagrass 5) or an approved Zoysiagrass b. Sod must contain stolons, leaf blades,rhizomes and roots. c. Sod shall be alive,healthy and free of insects,disease,stones,undesirable foreign materials and weeds and grasses deleterious to its growth or which might affect its subsistence or hardiness when transplanted. d. Minimum sod thickness: 3/4 inch e. Maximum grass height:2 inches f. Acceptable growing beds 1) St.Augustine grass sod: clay or clay loam topsoil 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils g. Dimensions 1) Machine cut to uniform soil thickness. 2) Sod shall be of equal width and of a size that permits the sod to be lifted, handled and rolled without breaking. h. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General 1) Plant all seed at rates based on pure live seed(PLS) a) Pure Live Seed(PLS)determined using the formula: (1) Percent Pure Live Seed=Percent Purity x[(Percent Germination+ Percent Firm or Hard Seed)+ 100] 2) Availability of Seed a) Substitution of individual seed types due to lack of availability may be permitted by the City at the time of planting. b) Notify the City prior to bidding of difficulties locating certain species. 3) Weed seed a) Not exceed ten percent by weight of the total of pure live seed(PLS) and other material in the mixture b) Seed not allowed: (1) Johnsongrass (2) Nutgrass seed 4) Harvest seed within 1-year prior to planting b. Non-native Grass Seed 1) Plant between April 15 and September 10 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percen (percent) 25 Bermuda(unhulled) Cynodon dactylon 95 90 75 Bermuda(hulled) cynodon dacrylon 95 90 2) Plant between September 10 and April 15 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-4 HYDROMULCHING,SEEDING AND SODDING Page 4R of 8 Lbs, Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multiflorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 c. Native Grass Seed(as per the Army Corps of Engineers) 1) Plant between February 1 and October 1. Lbs.PLS/Acre Common Name Botanical Name 1.4 Green Sprangletop Leptochloa dubia 2.8 Sideoats Grama* Bouteloua curtipendula 2.2 Little Bluestem* Schizachyrium scoptzrium 9.0 Buffalograss Buchloe dactyloides 2.4 Indian Grass* Sorghastrum nutans 1.2 Sand Lovegrass* Eragrostis trichodes 2.0 Big Bluestem Andropogon gerardii 3.6 Eastern Grama Tripscacum dactyloides 3.8 Blue Grama Bouteloua gracilis 1_6 Switchgrass Panicum virgatum 30.0 Total PLS/Acre d. Wildflower Seed(if on drawings) 1) Plant between the following: a) March 5 and May 31 b) September 1 and December 1 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia Galva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For use with conventional mechanical or hydraulic planting of seed. b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5R of 8 c. No growth or germination inhibiting factors. d. No more than ten percent moisture,air dry weight basis. e. Additives: binder in powder form. f. Form a strong moisture retaining mat. 4. Fertilizer a. Acceptable condition for distribution b. Applied uniformly over the planted area c. Analysis 1) 16-20-0 2) 16-8-8 d. Fertilizer rate: 1) Not required for wildflower seeding 2) Newly established seeding areas- 100 pounds of nitrogen per acre 3) Established seeding areas- 150 pounds of nitrogen per acre 5. Topsoil: See Section 32 91 19. 6. Water: clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. 7. Soil Retention Blanket a. "Curlex III" from American Excelsior, 900 Ave.H East,Post Office Box 5624, Arlington,Texas 76001, 1-800-777-SOIL or approved equal. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Surface Preparation: clear surface of all material including: 1. Stumps, stones,and other objects larger than one inch. 2. Roots, brush,wire,stakes,etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. Compacted areas:till 1 inch deep 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less seed/water run-off I 3. Areas near trees: Do not till deeper than 1/2 inch inside"drip line" of trees. 3.4 INSTALLATION A. Block Sodding 1. General a. Place sod between curb and walk and on terraces that is the same type grass as adjacent grass or existing lawn. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6R of 8 b. Plant between the average last freeze date in the spring and 6 weeks prior to the average first freeze in the fall. 2. Installation a. Plant sod specified after the area has been completed to the lines and grades shown on the Drawings with 6 inches of topsoil. b. Use care to retain native soil on the roots of the sod during the process of excavating,hauling and planting. c. Keep sod material moist from the time it is dug until planted. i d. Place sod so that the entire area designated for sodding is covered. e. Fill voids left in the solid sodding with additional sod and tamp. f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform slope. g. Peg sod with wooden pegs(or wire staple)driven through the sod block to the f+ firm earth in areas that may slide due to the height or slope of the surface or nature of the soil. 3. Watering and Finishing a. Furnish water as an ancillary cost to Contractor by means of temporary metering/irrigation,water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.13. b. Thoroughly water sod immediately after planted. c. Water until established. d. Generally,an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. If applicable,plant large areas by irrigation zones to ensure areas are watered as soon as they are planted. B. Seeding 1. General a. Seed only those areas indicated on the Drawings and areas disturbed by construction. b. Mark each area to be seeded in the field prior to seeding for City approval. 2. Broadcast Seeding a. Broadcast seed in 2 directions at right angles to each other. b. Harrow or rake lightly to cover seed. c. Never cover seed with more soil than twice its diameter. d. For wildflower plantings: 1) Scalp existing grasses to 1 inch 2) Remove grass clippings, so seed can make contact with the soil. 3. Mechanically Seeding(Drilling): a. Uniformly distribute seed over the areas shown on the Drawings or as directed. b. All varieties of seed and fertilizer may be distributed at the same time provided that each component is uniformly applied at the specified rate. c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. d. Drill on the contour of slopes e. After planting roll with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker"type. f. Roll slope areas on the contour. 4. I Iydromulching CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7R of 8 a. Mixing: Seed,mulch,fertilizer and water may be mixed provided that: 1) Mixture is uniformly suspended to form a homogenous slurry. 2) Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3) Mixture is applied within 30 minutes after placed in the equipment. b. Placing 1) Uniformly distribute in the quantity specified over the areas shown on the Drawings or as directed. 5. Fertilizing:uniformly apply fertilizer over seeded area. 6. Watering a. Furnish water by means of temporary metering/irrigation,water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.B. b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. c. Water as direct by the City at least twice daily for 14 days after seeding in-such a manner as to prevent washing of the slopes or dislodgement of the seed. d. Water until final acceptance. e. Generally,an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP[NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Block Sodding 1. Water and mow sod until completion and final acceptance of the Project or as directed by the City. 2. Sod shall not be considered finally accepted until the sod has started to peg down (roots growing into the soil)and is free from dead blocks of sod. B. Seeding 1. Water sod until completion and final acceptance of the Project or as directed by the City. 2. Maintain the seeded area until each of the following is achieved: a. Vegetation is evenly distributed b. Vegetation is free from bare areas 3. Turf will be accepted once fully established. C. Rejection 1. City may reject block sod or seeded area on the basis of weed populations. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8R of 8 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-15 TREES AND SHRUBS Page 15R of 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect planting work and materials from damage due to planting operations. B. Maintain protection during installation and maintenance period. C. Treat,repair, or replace damaged planting work. 3.13 ESTABLISHMENT A. Establishment Period shall be 12 months after verification of satisfactory installation of plants. 3.14 MAINTENANCE A. Maintenance described below shall be required during the establishment period.No maintenance by the Contractor shall be allowed after the completion of the one year establishment period. a. Water trees to full depth a minimum of once each week or as required to promote and establish healthy,vigorous growth. Water other installed plants as required to promote and establish healthy,vigorous growth. b. Prune,cultivate,and weed plants as required for healthy growth. c. Restore planting saucers. d. Plumb leaning trees. Tighten and repair stake and guy supports, and reset trees and shrubs to proper grades or vertical position as required. e. Restore or replace damaged wrappings. f. Spray as required to keep trees and shrubs free of insects and disease. g. Remove all guys and staking prior to one year establishment final inspection. h. Maintain all Chat/DG/Mulch or any other surface ground covers to depth specified in the plans and specs at all times. i. Maintain weed free beds. j. Remove all trash and debris k. Under treat and spray B(5)Contractor must identify any and all diseases and submit to the City a treatment plan for review and approval. 1. Provide a copy of watering schedule to City monthly starting 60 days from the final acceptance or punch list as established by the City. in. The Contractor shall meet with City Inspector for a minimum of 4 inspections during the year. n. Failure of Contractor to perform during the Establishment Period shall entitle the City with hold payments or make demand on Contractor and/or its Surety under either the Performance Bond or Maintenance Bond. o. The Establishment Period and Warranty Period shall stay the same for all Landscaping items at all times. The replacement of a Landscaping item may begin a new Establishment Period or Warranty Period. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-16 TREES AND SHRUBS Page 16R of 16 3.15 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A—Payment Items removed for tree removal and transplantation;these Items are to be performed in accordance with Section 31 10 00. 12,120/2012 D.Johnson 3 13 A—modified maintenance period to begin 12 months after final acceptance 3.13.13—Modified maintenance period requirements F CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 i I E 001113-1 INVITATION TO BIDDERS Page 1 of 2 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Lebow Channel Roadway Crossing Replacement at Brennan Avenue,City Project No.00778(Phase 3)will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 until 1:30 P.M.CST, Thursday,June 21s`,2018,and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the(approximate)following: 25,000 CY of unclassified street and channel excavation,468 LF of box culvert(10'x 8' & 12'x 10'),319 LF of 36"RCP storm drain pipe,784 SY of concrete pavement,900 FF of retaining wall, 181 LF of 12" water line,and removal of existing 4—10'x7' box culverts. PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre- qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at.http://www.fortworthtexas.gov/purchasin and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded,viewed, and printed by interested contractors and/or suppliers. The contractor is required to fill out and notarize the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council.The form can be obtained at https://www.ethics.state.tx.us/tee/1295-Info.htm . Copies of the Bidding and Contract Documents may be purchased from Teague Nall and Perkins which is as follows: 5237 N. Riverside Drive, Suite 100,Fort Worth,TX, 76137. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $60 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO BIDDERS at the following location,date, and time: DATE: June 4,2018 TIME: 10:00 A.M. PLACE: 200 Texas Street Fort Worth,Texas 76102 LOCATION: 2"d Floor of City Hall,TPW Conference Room 270 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 22,2016 City Project No.00778 001113-2 INVITATION TO BIDDERS Page 2 of 2 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Mike Bennett,P.E.,City of Fort Worth Email: mike.bennett@fortworthtexas.gov Phone: 817-392-7891 AND/OR Attn: Andrew Luce,P.E.,Teague Nall&Perkins Email:aluce@tnpinc.com Phone: 817-336-5773 ADVERTISEMENT DATES May 24, 2018 May 31, 2018 END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 22,2016 City Project No.00778 0021 13-1 INSTRUCTIONS TO BIDDERS Page IR of 9 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership,company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership,company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided)makes an award. 2. Copies of Bidding Documents 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2.City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1.All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified(even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Paving—Requirements document located at; https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Contractor%o2OPrequalification/TP W%2OPaving %20Contractor%2OPregualification%2OProgram/PREQUALI FICATION%20REQ UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2R of 9 3.1.2. Water and Sanitary Sewer—Requirements document located at; https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Contractor%2OPregualification/Water%2Oand%2 OSanitM%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre qual%20requirements.doc?public 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 45 11,BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s)for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project,and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested,may be grounds for rejecting the apparent low bidder as non-responsive.Affected contractors will be notified in writing of a recommendation to the City Council. 3.4.In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 4.1.Before submitting a Bid,each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents(including "technical data" referred to in Paragraph 4.2.below).No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost,progress,performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities)that have been identified in the Contract Documents as containing reliable "technical data"and(ii)reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish.All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents.No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Perform independent research, investigations,tests,borings,and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request,City may provide each Bidder access to the site to conduct such examinations, investigations, explorations,tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations,tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work,time required for its completion,and obtain all information required to make a proposal.Bidders shall rely exclusively and solely upon their own estimates, investigation,research,tests, explorations,and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation,examinations and tests herein required.Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any,on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures(except Underground Facilities)which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents,but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any"technical data" or any other data, interpretations,opinions or information. 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) that Bidder has complied with every requirement of this Paragraph 4,(ii)that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means,methods,techniques, sequences or procedures of construction(if any)that may be shown or indicated or expressly required by the Contract Documents, (iii)that Bidder has given City written notice of all conflicts,errors,ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc.,have not been resolved through the interpretations by City as described in Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos,Polychlorinated biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by Paragraph 4.06.of the General Conditions,unless specifically identified in the Contract Documents. 5. Availability of Lands for Work,Etc. 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities,construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- of-way,easements,and/or permits are not obtained,the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way,easements, and/or permits,and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions received after this day may not be responded to.Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth,TX 76102 Attn: Mike Bennett,P.E.,Transportation and Public Works Dept., Storm Water Email: mike.bennett@fortworthtexas.gov Phone: 817.392.7891 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3.Addenda or clarifications may be posted via Buzzsaw at: https://Projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Projects/00778 %20- %20Unit%203,%2OBrennan%2OAvenue,%2OLebow%2OChannel%2ORoadway%2OCro ssin %20Replacement/Bid%2OPackag_e 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award,City may consider Bidder to be in default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. 8. Contract Times The number of days within which,or the dates by which,Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded,will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or"or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City,application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A.,6.05B.and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors,Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No.20020- 12-2011 (as amended),the City has goals for the participation of minority business and/or small business enterprises in City contracts.A copy of the Ordinance can be obtained from the Office of the City Secretary.The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate.The Forms including documentation must be received by the City no later than 2:00 P.M. CST,on the second business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received.Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents;additional copies maybe obtained from the City. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative,and unit price item listed therein. In the case of optional alternatives,the words "No Bid," "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required.All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals,the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed envelope,marked with the City Project Number,Project title,the name and address of Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud,the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates(if any)will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may,at City's sole discretion,release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming,nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder,whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price,contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract,Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers,and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs,maintenance requirements,performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility,qualifications,and financial ability of Bidders,proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. 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. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization.If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance,and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 21,2015 City Project No.00778 00 35 13 BID FORM Page 1 of 1 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. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state,tx.us/forms/CIS.pd 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: Klutz Construction, LLC By: arle . KI P.O. Box 185 Signature: NA za 0 Kennedale, Texas 76060 Title: Managing Partner END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Lebow 6-28 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Lebow Channel Roadway Crossing Replacement Brennan Avenue City Project No.: 00778 Units/Sections: Unit 1: Paving and Drainage Improvements Unit 2: Water Line Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20150821 Lebow 6-28 0041 00 BID FORM Page 2 of 3 d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete Paving Construction/Reconstruction (Less than 15,000 SY) b. Asphalt Paving Construction/Reconstruction(Less than 15,000 SY) c. Water Distribution, Urban and Renewal, 12-inch diameter and smaller 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 290 calendar days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20150821 Lebow 6-28 0041 00 BID FORM Page 3 of 3 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. 7. Bid Submittal This Bid is submitted on June 28, 2018 by the entity named below. Res ctfulWA Receipt is acknowledged of the followingAddenda: Initial By: fi Addendum No. 1: (Signature) Addendum No. 2: Addendum No. 3: Charles M. Klutz Addendum No. 4: (Printed Name) Title: Managing Partner Company: Klutz Construction, LLC Corporate Seal: Address: P.O. Box 185 Kennedale, Texas 76060 State of Incorporation: Texas Email: Charlie@KIutzconstruction.com Phone: 817-561-5591 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Lebow 6-28 West, Jennifer From: Charlie Klutz <klutzconstruction@sbcglobal.net> Sent: Monday, September 17, 2018 2:01 PM To: West,Jennifer Cc: Bennett, Mike Subject: Re: C00778, Lebow Channel Roadway Crossing Replacement at Brennan Avenue, Phase 3 Attachments: C00778 B0062818 Bidder 1 - Klutz Construction LLC.pdf Jennifer, The Contract amount for Lebow Channel should be $ 2,697,663.00 Please let me know if you need anything else, Charles Klutz Managing Partner, Klutz Construction llc. On Wednesday, September 12, 2018 12:06 PM, "West, Jennifer' <Jennifer.West@fortworthtexas.gov>wrote: Mr. Klutz, I have reviewed the contracts Klutz Construction, LLC submitted on September 11, 2018 for the above referenced project. In accordance with Section 12.5 of the Instructions to Bidders (00 21 00), bids submitted by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. Additionally, there is a discrepancy between the Bid Form(00 41 00) total bid amount and the Proposal Form Unit Price (00 42 43) total bid amount. The total bid amount listed in Section 6 of the Bid Form (00 41 00) is blank while the total bid amount on the Proposal Form is $2,697,663.00. I have attached a copy of the bid documents for your reference. Please submit your evidence of authority to sign and confirm the total bid amount that should be reflected in Section 6 of the Bid Form (00 41 00). You may confirm the total bid amount by replying to this email. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street i 00 42 43 BID PROPOSAL Page I Rb of 2 SECTION 00 42 43 PROPOSALFORM REVISED 6-20-18 UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure Unit 1: Pavinci&Drainage Im rovements 1-1 0241.0100 Remove Sidewalk 0241 13 SF 480 $1.00 $480.00 1-2 0241.0300 Remove ADA Ramp 0241 13 EA 1 $100.00 $100.00 1-3 0241.0401 Remove Concrete Drive 0241 13 SF 273 $1.00 $273.00 1-4 0241.0550 Remove Guardrail 0241 13 LF 56 $5.00 $280.00 1-5 0241.0800 Remove Rip Rap 0241 13 SF 3,106 $1.00 $3,106.00 1-6 0241.0900 Remove Existing Concrete Bridge Structure 0241 13 LS 1 $6,500.00 $6,500.00 1-7 0241.1000 Remove Conc Pvmt 0241 15 SY 784 $7.50 $5,880.00 1-8 0241.3001 Storm Line Grouting 0241 14 CY 12 $335.00 $4,020.00 1-9 0241.3103 21"Storm Abandonment Plug 0241 14 EA 2 $400.00 $800.00 1-10 0241.4401 Remove Headwall/SET 0241 14 EA 2 $600.00 $1 200.00 1-11 0241.4001 Remove 10'Curb Inlet 0241 14 EA 1 $800.00 $800.00 1-12 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 346 $2.00 $692.00 1-13 3110.0101 SiteClearing 31 1000 LS 1 $13,500.00 $13,500.00 1-14 3110.0102 6"-12"Tree Removal 31 1000 EA 18 $125.00 $2,250.00 1-15 3110.0103 12"-18"Tree Removal 31 1000 EA 38 $175.00 $6,650.00 1-16 3110.0104 18"-24"Tree Removal 31 1000 EA 15 $235.00 $3,525.00 1-17 3110.0105 24"and Larger Tree Removal 31 1000 EA 16 $400.00 $6,400.00 1-18 3123.0101 Unclassified Excavation by Plan 31 2316 CY 25,000 $7.70 $192,500.00 1-19 3124.0101 Embankment by Plan 31 2400 CY 2,500 $2.00 $5,000.00 1-20 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 $17,100.00 $17,100.00 1-21 3137.0110 Special Ri ra -Articulated Concrete Block Matress' 31 3700 SY 3,795 $143.20 $543,444.00 1-22 3201.0137 10'Wide Asphalt Pvmt Repair,Industrial 3201 17 LF 188 $105.00 $19740.00 1-23 3211.0112 6"Flexible Base Type A GR-1 32 11 23 SY 1,687 $13.50 $22,774.50 1-24 3212.0302 2"Asphalt Pvmt Type D 32 12 16 SY 1,680 $14.20 $23,856.00 1-25 3212.05014"Asphalt Base Type B 32 12 16 SY 1,680 $27.80 $46,704.00 1-26 3211.0400 Hydrated Lime 3211 29 TON 12.4 $216.00 $2,678.40 1-27 3211.0501 6"Lime Treatment 3211 29 SY 832 $7.30 $6,073.60 1-28 3212.0401 HMAC Transition 32 12 16 TON 33.1 $158.00 $5,229.80 1-29 3213.0104 9"Conc Pvmt 32 13 13 SY 784 $98.60 $77,302.40 1-30 3213.0303 6"Conc Sidewalk(including 10'trail 32 13 20 SF 2,990 $8.00 $23,920.00 1-31 3213.0401 6"Concrete Driveway 32 13 20 SF 525 $12.00 $6,300.00 1-32 3213.0505 Barrier Free Ramp,Type M-3 32 13 20 EA 1 $2,960.00 $2 960.00 1-33 3217.0501 24"SLD Pvmt Markin HAE W 32 17 23 LF 120 $15.00 $1,800.00 1-34 3231.0113 8'Chain Link Steel 3231 13 LF 460 $28.00 $12,880.00 1-35 3231.0302 8'Tall 16'Wide Gate Steel 3231 26 EA 3 $1,800.00 $5,400.00 1-36 3291.0100 Topsoil 3291 19 CY 2,000 $23.00 $46,000.00 1-37 3292.0400 Seeding,H dromulch 32 92 13 SY 17,801 $1.60 $28,481.60 1-38 3292.0500 Seeding,Soil Retention Blanket-Curlex III Fibrenet" 3292 13 SY 11,900 $3.90 $46,410.00 1-39 3292.0100 Block Sod Placement 32 92 13 SY 113 $6.90 $779.70 1-40 3301.0002 Post-CCN Inspection 3301 31 LF 255 $5.00 $1,275.00 1-41 3305.0109 Trench Safety 33 05 10 LF 255 $3.00 $765.00 1-42 3137.0101 Concrete Ri ra at Storm Drain Line B Outfall 31 3700 SY 5 $335.00 $1,675.00 1-43 3341.0309 36"RCP Class III 3341 10 LF 299 $185.00 $55,315.00 1-44 3341.2005 10x8 Box Culvert 3341 10 LF 312 $722.00 $225,264.00 1-45 3341.2207 12x10 Box Culvert 3341 10 LF 156 $942.00 $146,952.00 1-46 3349.5001 10'Curb Inlet 33 49 20 EA 1 $4,270.00 $4,270.00 1-47 3349.8003 20'Type 2 Inlet 33 49 20 EA 1 $16,110.00 $16,110.00 1-48 3349.1000 Headwall Box Culvert 33 49 40 CY 400 $662.00 $264,800.00 1-49 3349.4109 36"SET 1 pipe 33 49 40 EA 1 $5,500.00 $5,500.00 1-50 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 8 $400.00 $3,200.00 1-51 3441.4108 Remove Sign Panel and Post 3441 30 EA 6 $175.00 $1,050.00 1-52 3471.0001 Traffic Control 3471 13 1 MO 12 $1,900.00 $22,800.00 1-53 3471.0002 Portable Message Sin 2 total signs) 3471 13 WK 4 $910.00 $3,640.00 1-54 9999.0000 Turf Reinforcement Malting-P550 or Approved Equal* 32 92 13 SY 1,174 $5.00 $5,870.00 1-55 9999.00012 1/2"Caliper Tree 32 92 43 EA 200 $425.00 $85,000.00 1-56 19999.0002 30 Gallon Tree 32 92 43 EA 70 $380.00 $26,600.00 1-57 19999.0003 Irrigation 32 84 23 LS 1 __$60,000.00 1 $60,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Lebo.6-28 00 42 43 BIDPROPOSAL Page 2Rb of 2 SECTION 00 42 43 PROPOSALFORM REVISED 6-20-18 UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure 1-58 9999.0004 Retaining Wall 32 32 13 FF 900 $52.00 $46,800.00 1-59 9999.0005 Concrete Drop Structure Includes Underdrain 03 30 00 CY 50 $666.00 $33 300.00 1-60 9999.0006 RAIL TY C411 MOD TXDOT 450 LF 397 $152.00 $60,344.00 1-61 9999.0007 Pipe Railing(along Guenther Avenue TXDOT 450 LF 37 $172.00 $6,364.00 1-62 9999.0008 Single Pipe Rail Fence(along Guenther Avenue TXDOT 4501 LF 13 $95.00 $1,235.00 1-63 9999.0009 Safety Fence Railing(along retaining wall TXDOT 450 LF 210 $54.00 $11,340.00 1-64 9999.0010 Construction Staking 01 71 23 LS 1 $28,000.00 $28,000.00 1-65 9999.0011 Construction Survey 01 71 23 LS 1 $6,500.00 $6,500.00 1-66 0170.0100 Mobilization 5%of construction 01 7000 LS 1 $111,190.00 $111,190.00 1-67 Construction Allowance for Storm Drain LS 90,000 $1.00 $90,000.00 1-68 Construction Allowance for Paving LS 10,000 $1.00 $10,000.00 SUBTOTAL-UNIT I(A) $2,528,949.00 -Refer to Manufacturers Specifications in Section Gr-010 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Lebow 6-28 00 42 43(2) BID PROPOSAL Page 3R d'3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Pn Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value Unit II:Water Line Im rovements II-1 0241.1305 Remove and Salvage 12"Water Valve 0241 14 EA 1 $350.00 $350.00 II-2 3201.0121 4'Wide Asphalt Pvmt Repair,Arterial 3201 17 LF 4 $130.00 $520.00 II-3 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 44 $25.00 $1,100.00 11-4 13304.0101 Temporary Water Services 33 04 30 LS 1 $11,700.00 1 $11,700.00 II-5 3305.0115 Vacuum Excavation 33 05 30 EA 2 $500.00 1 $1,000.00 II-6 3305.0109 Trench Safety 33 05 10 LF 24 $3.00 $72.00 II-7 3305.0202 Imported Embedment/Backfill CSS 33 05 10 CY 34 $88.00 $2,992.00 II-8 3305.1104 24"Casing By Other Than Open Cut 33 05 22 LF 143 $500.00 $71,500.00 II-9 3305.2004 12"Water Carrier Pie DIP 33 05 24 LF 143 $155.00 $22,165.00 11-10 3311.0451 12"DIP Water 3311 10 LF 38 $375.00 $14,250.00 II-11 3311.0001 Ductile Iron Water Fittings 3311 11 TON 1.3 $7,000.00 $9,100.00 II-12 3312.2202 2"Bored Water Service New Service-1700 Brennan Ave 33 12 10 EA 1 $3,150.00 1 $3,150.00 11-13 3312.2203 2"Water Service New Service-1700 Brennan Ave 34 12 10 EA 1 $3.315.00 1 $3,315.00 II-14 3312.3005 12"Gate Valve 33 12 20 EA 2 $2,400.00 $4,800.00 II-15 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 2 $4,700.00 $9,400.00 II-16 9999.0000 Construction Staking 01 7123 LS 1 $1,500.00 $1,500.00 II-17 19999.0000 Construction Survey 01 71 23 LS 1 1 $1.800.00 $1,800.00 II-18 1 Construction Allowance for Water Improvements LS 1 10,000 $1.00 $10,000.00 SUBTOTAL-UNIT II(B) $168,714.001 Base Bid Unit I Subtotal(A) $2,528,949.00 Unit 11 Subtotal(B) $168,714.00 Total Base Bid(A+B):F_$2697,663.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS F-o Reeved 20120120 Lebow 628 BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Klutz Construction, LLC as Principal hereinafter called the Principal, and Vigilant Insurance Company as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth, Texas as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid (5%)---------------------------- Dollars ---------------------------Dollars ($ for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Lebow Channel Roadway Crossing Replacements Phase 3, Brennan Ave. Trail Drivers Park Project #00778_ NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of .Tune 2018 Z - N _UC IOAT L V1PZ/ANg4ok4, (Seal) By. •� i�y R�►ars�„� Name/Title VIGILANT INSURANCE COMPANY rety (Seal) By: Ky e W. Sweeney, orney-in-Fact Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 cF-ruBe Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray,Charles D.Sweeney,Kyle W.Sweeney and Michael A.Sweeney of Fort Worth,Texas----each as their true and lawful Attorney-In-Fact to execute under such designatlon In their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 26th day of April,201 ennet I,A istant etre ry Da ' Norris,Jr.,Vice President STATE OF NEW JERSEY ss. County of Somerset On this 26th day of April,2011 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authority;and that he is acquainted with David B.Norris,Jr.,and knows him to be Vice President of said Companies;and that the signature of David B.Norris,Jr.,subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal KATHERINE J.ADELAAR �p,FtY�T9 NOTARY PU9UC OF NEW JFkSF1 A No.2316685 _�i•'0G Commie ian Expires July 1h,201 Pue�, � Notary Public a�VJ CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,Jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (h) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren,NJ this June 21, 2018 \�ytltiAN `,�pWxR►r' U1AAr E C+� ��olxeRtrfoq�'b � COv 01 v Y� ♦,rt �DIAN�' I�rf NSA'+' ~EW wvptl_ KeTineitencrel, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-mail: suret chubb.com Form 15-10-0225B-U (Ed. 5-03) CONSENT 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank , our principal place of business, are required to be % Here 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 our company or our parent company or majority owner is in the State of Texas.V BIDDER: Klutz Construction, LLC By: arl S . utz )Z& P.O. Box 185 0 (Signature) Kennedale, Texas 76060 Title: Managing Partner Date: y'NE Z8 18 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20110627 Lebow 6-28 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary.All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven(7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents(Corporate Charter,Articles of Incorporation,Articles of Organization, Certificate of Formation,LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermitl and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun&Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 0045 11-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (2) To be satisfactory,the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or(2)express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital(working capital=current assets—current liabilities)by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared,the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report,the notation of "None"or"N/A" should be inserted. (2) A minimum of five(5)references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer,model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 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 Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 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 Prequalification Expiration Date Concrete Paving Construction/Reconstruction JLB Contracting Jan-19 (Less than 15,000 SY) Asphalt Paving Construction/Reconstruction JLB Contracting Jan-19 (Less than 15,000 SY) Water Distribution, Urban and Renewal, 12-inch diameter and Woody Contractors Apr-19 smaller Company Name Here or space Date Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Klutz Construction, LLC By Ch s P.O. Box 185 0 (Signature) Kennedale, Texas 76060 Title: Managing Partner Date: lAv, 2LL END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20120120 Lebow 6-28 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended,Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 00778 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: _Klutz Construction LLC By: Company P.O. Box 185 Signatur . Address Kennedale, Texas 76060 Title: Hh NA6ridy1 City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME,the undersigned authority, on this day personally appeared L (�S M , I-1WZ , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of KILdz CU(1�M"W , LL,CG for the purposes and consideration therein expressed and in the capacity therein stated.Q GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2--I day of AMG1-LA S-t _ , 201f. .;'arP�Bti LUZ A RAVELO Notary Publi n and for the State of Texas Notary Public,State of Texas '.: My Commission Expires April 29,2019 END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 004540-1 Minority Business Enterprise Specifications Page I of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 25% of the total bid value of the contract (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 $50,000 or more where a MBE subcontracting goal is applied, Offerors 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. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, 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 purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed ropy will not be wmpted. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised June 9,2015 City Project No.00778 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions,Please Contact The M/WBE Office at(817) 212-2674. END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised June 9,2015 City Project No.00778 005243-1 Agreement Page 1 of 5 SECTION 00 52 43 A RE MENT THIS AGREEMENT,authorized on � 02 / ? is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and Klutz Construction LLC , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2.PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Lebow Channel Roadway Crossing Replacement at Brennan Avenue City Pro'ect No. 00778 Phase 3 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds,of Two Million, Six Hundred Ninety-Seven Thousand, Six Hundred Sixty-Three Dollars($1697,663.00J. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 290 calendar days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred-Fifty Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised 11.15.17 City Project No.00778 005243-2 Agreement Page 2 of 5 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents(project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued,become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6.INDEMNIFICATION 6.1 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 nealieence 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. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised 11.15.17 City Project No.00778 005243-3 Agreement Page 3 of 5 6.2 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 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. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised I 1.15.I7 City Project No.00778 005243-4 Agreement Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that Contractor. (1) does not boycott Israel, and(2) will not boycott Israel during the term of the contract. 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form(I-9). Upon request by City,Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.9 No Third-Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third-party beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised 11.15.17 City Project No.00778 005243-5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties("Effective Date"). Contractor: Klutz Construction LLC City of Fort By: 1 Susan Alanis By: 7 ssistant City Manager (Signature) i Date Attest: (Printed Name) City Secretary _ (Seal) Title: 0 Avg E7 1n/61 Address: P.O. Box 185 M&C o2S `J c7 ' Date: k _ TE 20" -38009,z- City/State/Zip: Kennedale, Texas 76060 Contract Compliance Manager: By signing, I acknowledge that I am the person AAAus4 -2A 2,0100 responsible for the monitoring and Date administration of this contract, including ensurin 1 performance and reporting requi a ts. Mi e Benne t, .E. Approve to_Form and Legality: as W. Black Lg Assistant City Attorney APPROVAL RECOMMENDED: 1 Douglas . Wiersig, P.E. DIREC OR,Transportation and P lic Works Dept. 1000 Throckmorton Street Fort Worth,TX 76102 CITY OF FORT WORTH OFFICIAL RECORD Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY SECRETARY Replacement at Brennan Avenue Revised January 6,2017 FT. WORTH,TX City Project No.00778 0061 13-1 PERFORMANCE BOND Page 1 of 2 Bond No. 8245-50-32 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Klutz Construction,LLC ,known as "Principal"herein and 9 Vigilant Insurance Company , a corporate surety(sureties, if more than one) 10 duly authorized to do business in the State of Texas, known as"Surety"herein(whether one or 11 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, Two Million, Six 13 Hundred Ninety-Seven Thousand, Six Hundred Sixty-Three Dollars&Zero Cents 14 ($2,697,663.0Q 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 a g a ay of �l� , 2018, which Contract is hereby referred to 19 and made a part hereof for all purposes as if fully set forth herein,to furnish all materials, 20 equipment labor and other accessories defined by law, in the prosecution of the Work, including 21 any Change Orders, as provided for in said Contract designated as Lebow Channel Roadway 22 Crossing Replacement at Brennan Avenue,Phase 3, City Project No. 00778. 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City,then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 8245-50-32 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–4—day of ,2018. 6 PRINCIPAL: 7 KLUT NSTRUCTJO-N,LLC 8 9 10 B 11 Signature 12 ATtTEST 13 14 Charles M.Klutz,Managing Partner 15 etaryName and Title 16 17 Address:P.O.Box 185 18 Kennedale,Texas 76060 19 20 21 4Witness as to Principal 22 SURETY: 23 VIGILANT INSURANCE COMPANY 24 25 26 BY: 27 ignat 28 29 Kyle W. Sweeney,Attorney-in-Fact 30 Name and Title 31 32 Address:2001 Bryan Street, Suite 3400 33 Dallas,Texas 75201 34 35 111a& 7 36 W tness as to Surety Heather Heath Telephone Number:214-754-0777 37 38 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 0061 14-1 PAYMENT BOND Page 1 of 2 Bond No. 8245-50-32 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Klutz Construction, LLC known as "Principal" 9 herein, and Vigilant Insurance Company a corporate surety (sureties), 10 duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or 11 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 penal sum of Two 13 Million Six Hundred Ninety-Seven Thousand, Six Hundred Sixty-Three Dollars & Zero Cents 14 ($2,697,663.00) 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 be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns,jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded 18 the air-day of Abtj6cs7— , 2018, which Contract is hereby referred to and made a 19 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as Lebow Channel Roadway Crossing Replacement at Brennan Avenue, 22 Phase 3, City Project No. 00778. 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 Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July I,2011 0061 14-2 PAYMENT BOND Page 2 of 2 Bond No. 8245-50-32 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 4 day of '7�FIPVR;22018. 3 PRINCIPAL: KLUT S' U N C Lv,(A ATTEST: BY: Signature Charles M. Klutz,Managing Partner (P&11KP4 cretary Name and Title Address: P.O. Box 185 Keluledale, Texas 76060 itness as to Principal SURETY: VIGILANT INSLTP.ANCE COMPANY ATTEST: BY: Si iature r<et netre.ae�, s ��se«etary Kyle W. Sweeney,Attorney-in-Fact (Surety) Secretary Name and Title Address: 2001 Bryan Street, Suite 3400 Dallas,Texas 75201 Witness as to Surety Heather Heath Telephone Number: 214-754-0777 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION 11 CITY OF FORT WORTH Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 0061 19-1 MAINTENANCE BOND Pagel of 3 Bond No. 8245-50-32 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Klutz Construction,LLC , known as "Principal" 9 herein and Vigilant Insurance Company , a corporate surety 10 (sureties, if more than one)duly authorized to do business in the State of Texas, known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 13 in the sum of Two Million, Six Hundred Ninety-Seven Thousand, Six Hundred Si-LCV-Three 14 Dollars&Zero Cents($2,697,663.00)lawful money of the United States,to be paid in Fort 15 Worth,Tarrant County, Texas,for payment of which sum well and truly be made unto the City 16 and its successors,we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the0,811,day of 1c6t , 2018, which Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order(collectively herein,the"Work")as provided for in said 24 contract and designated as Lebow Channel Roadway Crossing Replacement at Brennan Avenue, 25 Phase 3, City Project No. 00778. 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 thereof at any time within the Maintenance 34 Period. CITY OF FORT WORTH Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. 8245-50-32 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 Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 Bond No. 8245-50-32 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 1 _day of y /;LYL, 2018. 3 4 PRINCIPAL: 5 KLUT . NST CT ON L 6 7 8 BY. �//?/ v 9 Signature 10 ATTEST: 11 12 Charles M. Klutz,Managing Partner 13 r' pa cretary Name and Title 14 15 Address: P.O. Box 185 16 Kennedale,Texas 76060 17 18 19 Witness as to Principal 20 SURETY: 21 VIGILANT INSURANCE COMPANY 22 23 00 24 BY: 25 Aignat5'e 26 27 Kyle W. Sweeney,Attorney-in-Fact 28 ATTEST: Name and Title 29 30 e� Address: 2001 Bryan Street, Suite 3400 31 (Sure'F)Secrelary ? Dallas,Texas 75201 32 33 34 Chness as to Surety eather Heath Telephone Number: 214-754-0777 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH Lebow Channel Roadway Crossing Replacement at Brennan Avenue,Phase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00778 Revised July 1,2011 Policyholder Information Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una quej a: You may call Chubb's toll-free telephone number Usted puede llamar al numero de telefono gratis for information or to make a complaint at de Chubb's para informacion o para someter una queja al 1-800-36-CHUBB 1-800-36-CHUBB You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion acerca coverages, rights or complaints at de companfas, coberturas, derechos o quejas al 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 P.O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 FAX # (512) 475-1771 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us E-mail: ConsumerProtection @ tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium Si tiene una disputa concerniente a su prima o a un or about a claim you should contact the agent first. reclamo, debe comunicarse con el agente primero. If the dispute is not resolved, you may contact the Si no se resueve la disputa, puede entonces Texas Department of Insurance. comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY UNA ESTE AV/SO A SU POL/ZA: This notice is for information only and does not Este aviso es solo para proposito de informacion y become a part or condition of the attached no se convierte en parte o condicion del documento document. adjunto. Form 99-10-0299(Rev.1-08) IcChubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray, Charles D.Sweeney, Kyle W.Sweeney and Michael A.Sweeney of Fort Worth,Texas each as their true and lawful Attorney-in-Fact to execute under such designation In their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 26th day of April,201 sone A rstant Secre ae ry DNorris,Jr.,Vice President STATE OF NEW JERSEY ss. County of Somerset On this 26th day of April,2011 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with David B.Norris,Jr.,and knows him to be Vice President of said Companies;and that the signature of David B.Norris,Jr.,subscribed to said Power of Attorney is in the genuine handwriting of David B.Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponents presence. Notarial Seal KATHERINE J.ADELAAR NOTARY PUBLIC OF NEW JFRSFI No.2316685 _�dP' Commis6an&Ores July ib,2014 PUV Notary Public N J CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'AII powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be vafid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' 1,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the'Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (Ii) the Companies are duly licensed and authorized to transact surety business In all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren.NJ this ` vww �oeRoo°�� `�Sua^\f�os f R �DIAH�' '•rf MS��' ~Ely Yp0.�" e net en el, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-mail: surety@_chubb.com Form 15-10-0225B-U (Ed. 5-03) CONSENT THE SWEENEY COMPANY 1121 E.Loop 820 So., P.O. Box 8720,Fort Worth,Texas 76124-0720,817/457-6700, FAX 817/457-7246 DX SWEENEY September 11, 2018 CHARLES D.SWEENEY JAMES E.SWEENEY WILLIAM P.SWEENEY Ms.Jennifer West LARRY J.FABIAN,CLU KYLE W,SWEENEY CITY OF FORT WORTH MICHADAVID W. A.SWEENEY 200 Texas Street DAVID W.SWEENEY Fort Worth,Texas 76102 RE: Bonds Dear Jennifer: Per our conversation,you have our permission to date the bonds and powers of attorney for Woody Contractors bond number 8245-50-33 and Klutz Construction bond number 8245-50-32 concurrent to the date that you put as the contract date on the bonds and the agreement. Please let me know if you have any questions. Sincerely, THE SWEENEY COMPANY Elizabeth Gray Enclosure �® CERTIFICATE OF LIABILITY INSURANCE °AT8;29,201°8' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: _._Michele Lane Higginbotham Insurance Ageny, Inc. PHONE FAX - 500 W.13th Street C.No. :800-728-2374/wc Nog 817-347-698__1---_-_.. Fort Worth TX 76102DDR _AUDREss-_mlane@higginbotham_net INSURER(S)AFFORDING COVERAGE NAIL e INSURER A:Texas Mutual Insurance Company 22945 INSURED INSURER 13:United Fire Lloyds 43559 Klutz Construction, L.L.C. INSURER C 3212 Preston Hollow Rd Fort Worth TX 76109 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1390865114 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -- - -..........-- - -....-... ----------- — --- --- ---- -- -- INSR TYPE OF INSURANCE ASDL SUBRj POLICY NUMBER MM/ICDDmYY M D�P WAITS LTR NSD WV0 B X COMMERCIAL GENERAL LIABILITY 85320525 4!3012018 4/302019 EACH OCCURRENCE $1.000,000 CLAIMS-MADE a OCCUR PREMISES tEe_ocarrencel- S 100.000 _�_ X Ded:51,000 PD MED EXP Any one ) 35,000 PERSONAL a ADV INJURY $1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY a JECT LOC PRODUCTS-COMPIOP AGGS 2.000,000 OTHER: s B AUTOMOBILE LIABILITY 95320525 4/230/2018 4/302019 COMBINED SINGLE LIMIT 31,000,000 Ea accident X ANY AUTO 130DILY INJURY(Per person) S .. ALL OWNED 'SCHEDULED 130DILY INJURY(Per accident) S AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE s AUTOS Per accident Com Coll ded 3S1.000 B X UMBRELLA UAB X ;OCCUR 85320525 4/30!2018 4/302019 EACH OCCURRENCE $5.000.000 EXCESS LAB CLAIMS-MADE AGGREGATE 35,000,000 DED I X RETENTION S pS A WORKERS COMPENSATION 0001280716 4/30/2018 4l302019i X STATUTE I ETH AND EMPLOYERS'LABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.FACH ACCIDENT S 1,000.000 OFFICERIMEMBER EXCLUDED? N❑N/A' -- --— ---- -- (Mandatory in NH) !E L.DISEASE-EA EMPLOYE $1.000.000 K yes,describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT S 1.000.000 B In"etion Fbeter 85320525 4302018 41302019 Limo 550.000 Dad:51,000 Leased/Rented Equipment Umd$250,000 Ded:$1,000 Scheduled Equipment See Below DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES( 101,Additional Remarks Schedule,may be attached N mora space is required) The General Liability and Automobile Liability policy includes a blanket automatic additional insured endorsement that provides additional insured status(GL includes ongoing and completed ops)and General Liability,Automobile Liability and Workers'Compensation policy includes a blanket waiver of subrogation endorsement to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability policy has a blanket Primary 6 Non Contributory endorsement that affords that coverage to certificate holders only where there is a written contract between the Named Insured and the certificate holder that requires such status. Umbrella is follow form. See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth 1000 Throckmorton Street Fort Worth TX 76102 AUTHORIZED R PRNE ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC#: ACC RO® ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Higginbotham Insurance Ageny,Inc. Klutz Construction,L.L.C. 3212 Preston Hollow Rd POLICY NUMBER Fort worth TX 76109 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE PROJECT:C00778 Lebow Channel Crossing Replacement at Brennan Ave Phase 3 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CG 72 08 02 15 TEXAS -EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. ' Extended Property Damage ' Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage * Coverage for non-owned watercraft is extended to 51 feet in length * Property Damage-Borrowed Equipment ' Property Damage Liability- Elevators *Coverage D-Voluntary Property Damage Coverage$5,000 Occurrence with a $10,000 Aggregate * Coverage E - Care, Custody and Control Property Damage Coverage $25,000 Occurrence with a $100,000 Aggregate- $500 Deductible *Coverage F- Electronic Data Liability Coverage--$50,000 " Coverage G-Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate- $1,000 Deductible ' Coverage H-Water Damage Legal Liability-$25,000 *Coverage I-Designated Operations Covered by a Consolidated (Wrap-Up) Insurance Program- Limited Coverage * Increase in Supplementary Payments: Bail Bonds to$1,000 * Increase in Supplementary Payments: Loss of Earnings to$500 ' For newly formed or acquired organizations-extend the reporting requirement to 180 days Broadened Named Insured * Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction Agreement With You 'Contractors Blanket Additional Insured- Limited Products-Completed Operations Coverage 'Automatic Additional Insured-Vendors *Automatic Additional Insured-Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You *Automatic Additional Insured- Managers or Lessor of Premises *Additional Insured-Engineers,Architects or Surveyors Not Engaged by the Named Insured *Additional Insured-State or Governmental Agency or Subdivision or Political Subdivision-Permits or Authorizations *Additional Insured-Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only-Owners, Lessees or Contractors Automatic Status When Required in Construction Agreement With You 'Additional Insured-Employee Injury to Another Employee *Automatically included-Aggregate Limits of Insurance (per location) *Automatically included-Aggregate Limits of Insurance (per project) *Knowledge of occurrence-Knowledge of an`occurrence", "claim or suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent,servant or employee. 'Blanket Waiver of Subrogation *Liberalization Condition *Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. ' `Insured Contract"redefined for Limited Railroad Contractual Liability * Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 lbs GVW * Bodily Injury Redefined REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 14 FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 14 CG 72 08 0215 C. SUPPLEMENTARY PAYMENTS-COVERAGES A AND B is amended: 1. To read SUPPLEMENTARY PAYMENTS 2. Bail Bonds Item 1.b. is amended as follows: b. Up to $1,000 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 fumish these bonds. 3. Loss of Earnings Item 1.d. is amended as follows: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to$500 a day because of time off from work. 4. The following language is added to Item 1. However, we shall have none of the duties set forth above when this insurance applies only for Voluntary Property Damage Coverage and/or Care, Custody or Control Property Damage Coverage and we have paid the Limit of Liability or the Aggregate Limit for these coverages. SECTION II - WHO IS AN INSURED A. The following change is made: Extended Reporting Requirements Item 3.a.is deleted and replaced by the following: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. B. The following provisions are added: 4. BROAD FORM NAMED INSURED Item 1.f. is added as follows: f. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period only if there is no other similar insurance available to that entity. However: (1) Coverage A does not apply to "bodily injury' or 'property damage" that occurred before you acquired more than 50 percent of the voting stock; and (2) Coverage B does not apply to 'personal and advertising injury" arising out of an offense committed before you acquired more than 50 percent of the voting stock. 5. Additional Insured -Owners, Lessees or Contractors-Automatic Status When Required in Construction or Service Agreement With You a. Any person or organization for whom you are performing operations when you and such person or organization have agreed In writing in a contract or agreement that such person or organization be added as an additional insured on your policy is an insured. Such person or organization is an additional insured only with respect to your liability for"bodily injury", "property damage" or"personal and advertising injury" which may be imputed to that person or organization directly arising out of: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However,the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds,the following additional exclusions apply: This insurance does not apply to: CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 6 of 14 CG 72 08 02 15 1. '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. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. 2. "Bodily injury"or"property damage"occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed:or b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 6. Additional Insured—Limited Products Completed Operations Coverage a. Any person(s) or organization(s), but only with respect to your liability for "bodily injury" or "property damage" which may be imputed to that person(s) or organization(s) directly arising out of "your work" performed for that additional insured and included in the "products-completed operations hazard" is an insured. However: (1) The insurance afforded to such additional insureds only applies to the extent permitted by law; (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. (3) Coverage will cease five years from the completion of"your work'if: (a) a timeframe is not stipulated in the written contract or written agreement;or (b) a timeframe longer than 5 years is stipulated in the written contract or written agreement. However if a lesser timeframe is stipulated in the written contract or written agreement then that time frame will prevail. b. With respect to the insurance afforded to any additional insured under this endorsement, the following additional exclusionary language shall apply: This insurance does not apply to "bodily injury" or "property damage' arising out of the rendering of, or the failure to render, any professional architecture, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders,change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. 7. Additional Insured-Vendors a. Any person(s) or organization(s) (referred to throughout this additional coverage as vendor), but only with respect to "bodily injury" or "property damage", which may be imputed to that person(s) or organization(s) arising out of"your products" shown with the Schedule which are distributed or sold in the regular course of the vendor's business is an insured. However. (1) The insurance afforded to such vendor only applies to the extent permitted by law, and (2) If coverage provided to the vendor is required by a contract or agreement,the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 14 *80009911* 1 milli Mill gill Hill 1111111 IN mill 111111111 IN CG 72 08 02 15 b. With respect to the insurance afforded to these vendors, the following additional exclusions apply: (1) This insurance afforded the vendor does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in the product made intentionally by the vendor; (d) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container. (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of products. (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product. (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. (h) "Bodily injury" or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Sub-paragraphs d. orf.;or iii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products,or any ingredient, part or container, entering into, accompanying or containing such products. 8. Additional Insured — Lessor of Leased Equipment — Automatic Status When Required in Lease Agreement WiFth You a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury" directly arising out of the maintenance, operation or use of equipment leased to you, which may be imputed to such person or organization as the lessor of equipment. However,the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law, and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence"which takes place after the equipment lease expires. 9. Additional insured—Managers or Lessors of Premises a. Any person(s)or organization(s), but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: CG 72 08 02 16 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 7 of 14 CG 72 08 02 15 This insurance does not apply to: (1) Any"occurrence"which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) afforded coverage by this additional coverage. However: (i) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) if coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 10. Additional Insured-Engineers,Architects or Surveyors Not Engaged by the Named Insured a. Any architects, engineers or surveyors who are not engaged by you are insureds, but only with respect to liability for"bodily injury" or"property damage"or"personal and advertising injury"which may be imputed to that architect, engineer or surveyor arising out of: (1) Your acts or omissions; or (2) Your acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. But only if such architects,engineers or surveyors, while not engaged by you, are contractually required to be added as an additional insured to your policy. However,the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds,the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection-or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services. 11. Additional Insured -State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations Any state or governmental agency or subdivision or political subdivision is an insured, subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law;and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 14 *81009921* 111111111111111111I1IIINTI1111IIN1111111 CG 72 08 0215 3. The Products-Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products-completed operations hazard" and Coverage G. 6. Subject to 5. above,the Damage to Premises Rented to You Limit 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, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage while rented to you or temporarily occupied by you with permission of the owner. B. The following are added: 8. Subject to Paragraph S. of SECTION III — LIMITS OF INSURANCE $25,000 is the most we will pay under Coverage H for Water Damage Legal Liability. 9. Coverage G -Product Recall Expense Aggregate Limit$50,000 Each Product Recall Limit$25,000 a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls"you initiate during the endorsement period. b. The Each Product Recall Limit shown above is the most we will pay, subject to the Aggregate and $1,000 deductible, for "product recall expense" you incur for any one "product recall" you initiate during the endorsement period. We will only pay for the amount of Product Recall Expenses which are in excess of the deductible amount. The deductible applies separately to each Product Recall. The limits of insurance will not be reduced by the amount of this deductible. We may, or will if required by law, pay all or any part of any deductible amount. Upon notice of our payment of a deductible amount, you shall promptly reimburse us for the part of the deductible amount we paid. 10. Aggregate Limits of Insurance(Per Location) The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means 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. 11. Aggregate Limits of Insurance(Per Project) The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. 12. With respects to the insurance afforded to additional insureds afforded coverage by items 5 through 13 of SECTION II—WHO IS AN INSURED above,the following is added: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; b. Available under the applicable Limits of Insurance shown in the Declarations; Whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 13. Subject to 5.of SECTION III—LIMITS OF INSURANCE, a$5,000 "occurrence" limit and a $10,000"aggregate" limit is the most we will pay under Coverage A for damages because of "property damage" covered under Coverage D-Voluntary Property Damage Coverage. For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for this coverage. CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 10 of 14 *82009931* 1111111IN11111IN11111111111111INIII III CG 72 0802 15 B. The following are added: 1. Condition(5) of 2.c. (5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at -our actual cost,excluding profit or overhead. 10. Blanket Waiver Of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf, done under a contract with that person or organization, "your work", or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the "personal injury" or "advertising injury"offense is committed. 11. Liberalization If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. 12. Unintentional Failure to Disclose All Hazards Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. 13. The following conditions are added in regard to Coverage G -Product Recall Expense In event of a"product recall",you must a. See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice should include how, when and where the"product recall'took place and estimated"product recall expense". b. Take all reasonable steps to minimize"product recall expense". This will not increase the limits of insurance. c. If requested, permit us to question you under oath at such times as may be reasonably required about any matter relating to this insurance or your claim, including your books and.records. Your answers must be signed. d. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of loss containing the information we request to investigate the claim. You must do this within 60 days after our request. e. Cooperate with us in the investigation or settlement of any claim. f. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable to you because of loss to which this insurance applies. g. Claims Handling (1) Within 15 days after we receive written notice of claim,we will: (a) Acknowledge receipt of the claim. If we do not acknowledge receipt of the claim in writing, we will keep a record of the date, method and content of the acknowledgment; (b) Begin any investigation of the claim;and (c) Request a signed, sworn proof of loss, specify the information you must provide and supply you with the necessary forms. We may request more information at a later date, if during the investigation of the claim such additional information is necessary. (2) We will notify you in writing as to whether: (a) The claim or part of the claim will be paid; (b) The claim or part of the claim has been denied, and inform you of the reasons for denial; (c) More information is necessary; or (d) We need additional time to reach a decision. If we need additional time, we will inform you of the reasons for such need. CG 72 08 0215 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 14 *83009941* 111111111111gill 1NN111111111111111111111111IN POLICY NUMBER: 85320525 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIATION TO WHOM ANY LOCATIONS) DESCRIBED IN YOU AGREE TO NAME AS ADDITIONAL WRITTEN CONTRACT OR AGREEMENT INSURED BY WRITTEN CONTRACT OR AGREEMENT, IF EXECUTED PRIOR TO LOSS information required to complete this Schedule, if not shown above, will be shown in the Declarations. PREMIUM 11500 A. Section II —Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on be half of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and 1. Required by the contract or agreement; or included in the "products -completed operations 2. Available under the applicable Limits of hazard". Insurance shown in the Declarations; However: 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 CA 71 09 01 06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ULTRA ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COVERAGEINDEX Description Page TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE 1 BROAD FORM INSURED 1 EMPLOYEES AS INSUREDS 2 ADDITIONAL INSURED STATUS BY CONTRACT, AGREEMENT OR PERMIT 2 AMENDED FELLOW EMPLOYEE EXCLUSION 2 TOWING AND LABOR 2 PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 3 EXTRA EXPENSE-THEFT 3 RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE 3 PERSONAL EFFECTS COVERAGE 4 AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 4 AIRBAG ACCIDENTAL DISCHARGE 4 AUTO LOAN/LEASE TOTAL LOSS PROTECTION ENDORSEMENT 4 GLASS REPAIR—DEDUCTIBLE AMENDMENT 5 AMENDED DUTIES IN THE EVENT OF ACCIDEiJ T, CLAIM, SUIT OR LOSS 5 WAIVER OF SUBROGATION REQUIRED BY CONTRACT 5 UNINTENTIONAL FAILURE TO DISCLOSE 5 HIRED, LEASED,RENTED OR BORROWED AUTO PHYSICAL DAMAGE 5 EXTENDED CANCELLATION CONDITION 6 The COVERAGE INDEX set forth above is informational only and grants no coverage. Terms set forth in (Bold italics) are likewise for information only and by themselves shall be deemed to grant no coverage. A. TEMPORARY SUBSTITUTE AUTO PHYSICAL B. BROADENED LIABILITY COVERAGES DAMAGE SECTION II —LIABILITY COVERAGE in Paragraph A. SECTION I—COVERED AUTOS, paragraph C. Certain Coverage at 1. Who Is An Insured is amended to Trailers, Mobile Equipment and Temporary include the following: Substitute Autos is amended by adding the following at the end of the existing language: (Broad Form Insured) If Physical Damage Coverage is provided under this d. Any legally incorporated subsidiary in which you Coverage form for an °auto" you own, the Physical own more than 50% of the voting stock on the Damage coverages provided for that owned "auto" are effective date of the Coverage Form. However, the extended to any "auto" you do not own while used with Named Insured does not include any subsidiary that the permission of its owner as a temporary substitute for is an "insured" under any other automobile policy or the covered "auto" you own that is out of service would be an "insured" under such a policy but because of its breakdown, repair, servicing, "loss", or for its termination or the exhaustion of its Limit destruction. of Insurance. CA 71 09 0106 Indudes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 CA 7109 01 06 e. Any organization that is acquired or formed by you, C. AMENDED FELLOW EMPLOYEE EXCLUSION during the term of this policy and over which you maintain majority ownership. However, the Named Only with respect to your "employees" who occupy Insured does not include any newly formed or positions which are supervisory in nature, SECTION It. acquired organization: LIABILITY B. Exclusion 5. Fellow Employee is (1) That is a joint venture or partnership, replaced by: (2) That is an "insured"under any other policy, 5. Fellow Employee (3) That has exhausted its Limit of Insurance under "Bodily Injury": any other policy, or (a) To you, or your partners or members (if you are a partnership or joint venture), or to your (4) 180 days or more after its acquisition or members (if you are a limited liability formation by you, unless you have given us company); notice of the acquisition or formation. Coverage does not apply to "bodily injury" or (b) To your"executive officers" and directors (if "property damage"that results from an accident that you are an organization other than a occurred before you formed or acquired the partnership, joint venture, or limited liability organization. company) but only with respect to performance of their duties as your officers or directors; (Employee as Insureds) f. Any employee of yours while acting in the course of (c) For which there is an obligation to share your business or your personal affairs while using a damages with or repay someone else who covered"auto"you do not own, hire or borrow. must pay damages because of the injury described in paragraph a and b above; or (Additional Insured Status by Contract, Agreement (d) Arising out of his or her providing or failing or Permit) to provide professional health care services. -g. Any person or organization whom you are required For purposes of this endorsement, a position is deemed to add as an additional insured on this policy under to be supervisory in nature if that person performs a written contract or agreement; but the written principle work which is substantially different from that contract or agreement must be: of his or her subordinates and has authority to hire, (1) Currently in effect or becoming effective during transfer,direct,discipline or discharge. the term of this policy;and D. BROADENED PHYSICAL DAMAGE COVERAGES (2) Executed prior to the"bodily injury" or"property damage". SECTION III — PHYSICAL DAMAGE COVERAGE The additional insured status will apply only with respect Coverage is amended as follows: to your liability for "bodily injury" or "property damage" (TOtMNG AND LABOR) which may be imputed to that person(s) or 2. Towing and Labor organization(s) directly arising out of the ownership, maintenance or use of the covered "autos" at the We will pay towing and labor costs incurred, up to the location(s)designated, if any. limits shown below, each time a covered "auto" Coverage provided by this endorsement will not exceed classified and rated as a private passenger type, "light the limits of liability required by the written contract or truck"or"medium truck"is disabled: written agreement even if the limits of liability stated in (a) For private passenger type vehicles or"light the policy exceed those limits. This endorsement shall trucks" we will pay up to $75 per not increase the limits stated in Section It. C. Limits of disablement. "Light trucks" have a gross Insurance. vehicle ( weight G g 1/W) of 10,000 pounds or For any covered "auto" you own this Coverage Form less. provides primary coverage. CA 7109 0106 Includes Copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 6 *35009461* 11111111111111111111111111INIINIINIII III CA 71 09 01 06 a. The amount paid under the Physical Damage (4) Your members, managers or insurance Coverage Section of the policy; and manager, if you are a limited liability b. Any: company; or (1) Overdue lease / loan payments at the time (5) Your officials, trustees, board members or insurance manager, if you are a of the"loss"; not-for-profit organization. (2) Financial penalties imposed under a lease G. WAIVER OF SUBROGATION REQUIRED BY for excessive use, abnormal wear and tear CONTRACT or high mileage; (3) Security deposits not returned by the lessor; Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer (4) Costs for extended warranties, Credit Life of Rights of Recovery Against Others to Us Insurance, Health, Accident or Disability the following language is added: Insurance purchased with the loan or lease; However, we waive any rights of recovery we may and have against the person or organization with whom (5) Carry-over balances from previous loans or you have agreed in writing in a contract, agreement leases. or permit, to provide insurance such as is afforded under the policy to which this endorsement is (GLASS REPAIR—DEDUCTIBLE AMENDMENT) attached. This provision does not apply unless the written contract or written agreement has been Under D., Deductible is amended by adding the executed, or permit has been issued, prior to the following: "bodily injury"or"property damage." Any deductible shown in the Declarations as H. UNINTENTIONAL FAILURE TO DISCLOSE applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, Under SECTION IV — BUSINESS AUTO rather than replaced. CONDITIONS, Subsection B. General Conditions, F. AMENDED DUTIES IN THE EVENT OF the following is added to 2. Concealment, ACCIDENT, CLAIM,SUIT OR LOSS Misrepresentation Or Fraud: Your unintentional error in disclosing, or failing to Under SECTION IV—BUSINESS AUTO CONDITIONS, disclose, any material fact existing at the effective Subsection A., Loss Conditions, the following is date of this Coverage Form, or during the policy added to paragraph 2. Duties In The Event of period in connection with any additional hazards,will Accident,Suit or Loss: not prejudice your rights under this Coverage Form. d. Knowledge of any "accident," "claim," "suit" or I. HIRED, LEASED, RENTED OR BORROWED "loss" will be deemed knowledge by you when AUTO PHYSICAL DAMAGE notice of such "accident," "claim,""suit" or"loss" Under SECTION IV—BUSINESS AUTO CONDITIONS has been received by: B. General Conditions S.Other Insurance (1) You,if you are an individual; Paragraph S.b.is replaced by the following: (2) Any partner or insurance manager if you are b. (1) For "Comprehensive" and "Collision" Auto a partnership; Physical Damage provided by this endorsement, the following are deemed to be covered "autos" (3) An executive officer or insurance manager, you own: if you are a corporation; (a) Any Covered "auto" you lease, hire, rent or borrow; and CA 71 09 0106 Includes Copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 6 Texasmutuar WORKERS' COMPENSATION INSURANCE WORKERS'COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. () Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 4/30/18 at 12:01 a.m.standard time,forms a part of: Policy no.0001280716 of Texas Mutual Insurance Company effective on 4/30/18 Issued to: KLUTZ CONSTRUCTION LLC This is not a bill Authorized representative NCCI Carrier Code: 29939 4/26/18 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com 1(800)859-5995 1 Fax(800)359-0650 WC 42 03 04 B STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy 2,20I6 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay2,2016 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 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article8-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 Manager............................................................................................................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 SPECIFICATION DOCUMENTS Revision:Febniay2,2016 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 -Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 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 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuffy 2,2016 Article17—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 SPECIFICATION DOCUMENTS Revision:Febniaiy2,2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct,or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday,except for federal or state holidays observed by the City. 11. Buzzsaw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy 2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney– The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas,or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations, or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones,if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay2,2016 00 7200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party,City or Contractor exclusive of a Contract Claim. 26. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant,or agents. 29. Director of Planning and Development The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant,or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work -- Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed--A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnrrryZ2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—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 SPECIFICATION DOCUMENTS Revision:FebneyZ2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours— Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction,all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays,or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniay Z 2016 007200-1 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, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating m 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 SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniay 2,2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications,Codes, Laws,and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6niwy 2,2016 00 7200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay Z 2016 007200-1 GENERAL CONDITIONS Page 11 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 SPECIFICATION DOCUMENTS Revision:FelmayZ 2016 00 72 00-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners,employees,agents,consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations,opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents;or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb umy2.2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1. f: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 SPECIFICATION DOCUMENTS Revision:FebmayZ2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners,employees,agents,consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb ua yZ 2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniazy 2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay 2,20I6 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaazy 2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 00 72 00-1 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 fiunish satisfactory evidence (including reports of required tests)as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier,except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 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 SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 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 SPECIFICATION DOCUMENTS Revision:Febcua<y 2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. 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 6.05.13. 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 SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended)by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE 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. Material misrepresentation of any nature will 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 SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penaltyfor Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNuwy 2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to 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 SPECIFICATION DOCUMENTS Revision:Febmay2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. 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 SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 00 72 00-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711;or 2. littp://www.window.state.tx.us/taxinfo/taxforms/93-forms.htrn] 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay Z 2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnjary 2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnkTy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay 2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test,or approval by others;or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND HE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVIEN THAT ALT, 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 SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 00 72 00-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OP . AT . 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 SPECIFICATION DOCUMENTS Revision:FdWayZ2016 0072 00-1 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 SPECIFICATION DOCUMENTS Revision:Fdmwy 2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized;and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniay Z 2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager'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 SPECIFICATION DOCUMENTS Revision:FebnuyZ2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager 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 Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager 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 SPECIFICATION DOCUMENTS Revision:Febnrary 2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii)agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall fiunish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmayZ2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice.- 1. otice: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 SPECIFICATION DOCUMENTS Revision:Febmay Z 2016 00 72 00-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0l.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 11.0 LB, 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 SPECIFICATION DOCUMENTS Revision:Febney 2,2016 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities,fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuay2,2016 007200-1 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.I or specifically covered by Paragraph 11.0l.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 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febngay2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febmay 2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25%from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item,except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200-1 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 12.013.2, 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 11.0l.A.1, 11.0l.A.2. and 11.0l.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 11.0l.A.4 and 11.0l.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 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 00 72 00-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.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 11.0l.A.6, and 11.01.13; 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 SPECIFICATION DOCUMENTS Revision:FebnayZ 2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:FehuE ry Z 2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover,expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material,and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing,observing,and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering,exposure,observation, inspection,testing,replacement,and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuay2,2016 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor,any Supplier,any other individual or entity,or any surety for,or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective,and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement(including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary 2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:February 2,20I6 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniazy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmay2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary 2,2016 00 72 00-1 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 SPECIFICATION DOCUMENTS Revision:Febniay2.2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy 2,2016 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 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 SPECIFICATION DOCUMENTS Revision:Febnivy2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febrmy 2,20I6 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febnoy 2,2016 007200-1 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 10.06.13 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 SPECIFICATION DOCUMENTS Revision:Febnrry2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions;or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febngry 2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:FebnuyZ2016 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions,unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2,"Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the Contract Drawings. SC4.01A.1.,"Availability of Lands" The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of May 2018. Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None None None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five(5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2,"Availability of Lands" Utilities or obstructions to be removed,adjusted,and/or relocated 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated as of May 2018. EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE NONE NONE The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, and do not bind the City. SC-4.02A.,"Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: 1)Geotechnical Report No.456-08-04,dated February,2008,prepared by CMJ Engineering,Inc. a sub- consultant of Teague Nall and Perkins,a consultant of the City,providing additional information on subsurface conditions. 2)Geotechnical Report No. 131-16-157,dated January,2017 prepared by CMJ Engineering,Inc. a sub- consultant of Teague Nall and Perkins,a consultant of the City,providing additional information on subsurface conditions. 3)Pavement Core Information Project No.DG 161033,dated December,2016 prepared by HVJ North Texas—Chelliah Consultants,Inc.a sub-consultant of Teague Nall and Perkins,a consultant of the City, providing additional information on subsurface conditions. The following are drawings of physical conditions in or relating to existing surface and subsurface structures(except Underground Facilities)which are at or contiguous to the site of the Work:None SC-4.06A.,"Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A.,"Certificates of Insurance" The entities listed below are"additional insureds as their interest may appear"including their respective officers,directors,agents and employees. (1) City (2) Consultant: Teague Nall&Perkins (3) Other:None SC-5.04A.,"Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A.Workers'Compensation,under Paragraph GC-5.04A. Statutory limits Employer's liability CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 22,2016 City Project No.00778 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 $100,000 each accident/occurrence $100,000 Disease-each employee $500,000 Disease-policy limit SC-5.04B.,"Contractor's Insurance" 5.04B.Commercial General Liability,under Paragraph GC-5.0413.Contractor's Liability Insurance under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with minimum limits of $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C.,"Contractor's Insurance" 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", defined as autos owned,hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person/ $500,000 Bodily Injury per accident/ $100,000 Property Damage SC-5.04D.,"Contractor's Insurance" The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and material deliveries to cross railroad properties and tracks:None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement"with the particular railroad company or companies involved,and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts,issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy,or touch railroad property: (1) General Aggregate: N/A (2) Each Occurrence: N/A CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 22,2016 City Project No.00778 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 _Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements,the following shall govern: 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company,separate coverage may be required,each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way,the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing,insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way,all such other work may be covered in a single policy for that railroad,even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named,as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured,together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04.,"Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07.,"Wage Rates" The following is the prevailing wage rate table(s)applicable to this project and is provided in the Appendixes: Heavy&Highway Construction Prevailing Wage Rates 2013 SC-6.09.,"Permits and Utilities" SC-6.09A.,"Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.0913."City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. Flood Plain Development Permit 2. United States Army Corps of Engineers Section 404 Individual Permit 3. PACS Park Conversion Agreement 4. City of Fort Worth Tree Permit CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 22,2016 City Project No.00778 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 SC-6.09C."Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired,if any as of May 2018. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION City of Fort Worth Flood Plain Development Permit June 2018 Army Corps of Engineers Section 404 Individual Permit June 2018 City of Fort Worth— PACS Park Conversion Agreement June 2018 City of Fort Worth Tree Permit June 2018 SC-7.02.,"Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None None None SC-8.01,"Communications to Contractor" N/A SC-9.01.,"City's Project Manager" The City's Project Manager for this Contract is Mike Bennett, P.E.,or his/her successor pursuant to written notification from the Director of Transportation and Public Works Department. SC-13.03C.,"Tests and Inspections" None SC-16.01C.1,"Methods and Procedures" None END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 22,2016 City Project No.00778 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative'wording changed to City's Project Manager. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 22,2016 City Project No.00778 011100-1 SUMMARY OF WORK Page 1 of 3 SECTION 011100 SUMMARY OF WORK PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor,materials,and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project,such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list,then the item shall be considered as a subsidiary item of Work,the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys,or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents,or as may be specifically authorized in writing by the City. a. A reasonable amount of tools,materials, and equipment for construction purposes may be stored in such space,but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks,the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise,clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to,all trees, shrubbery,plants, lawns,fences,culverts,curbing,and all other types of structures or improvements, to all water, sewer, and gas lines,to all conduits,overhead pole lines,or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual,or other,either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act,omission,neglect,or misconduct in the manner or method or execution of the Work,or at any time due to defective work,material,or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight,and/or at all times to provide site security. c. The cost for all fence work within easements, including removal,temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 01 1100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 012500-1 SUBSTITUTION PROCEDURES Page 1 of 5 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not"or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None, C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution-General 1. Within 30 days after award of Contract(unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors,trade names,or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names,or catalog numbers,provided said products are"or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: CITY OF FORT WORTH Lebow Chantel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 a. Or-equals are unavailable due to strike,discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form(attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule,when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved,the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion,acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product,the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work,to include building modifications if necessary,making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 012500-4 SUBSTITUTION PROCEDURES Page 4 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 012500-5 SUBSTITUTION PROCEDURES Page 5 of 5 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better(explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended _Recommended as noted Firm Not recommended _Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 SECTION 01 31 19 PRECONSTRUCTION MEETING PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded,tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting,prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 17,2012 City Project No.00778 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way,utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 17,2012 City Project No.00778 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised August 17,2012 City Project No.00778 013120-1 PROJECT MEETINGS Page 1 of 3 SECTION 013120 PROJECT MEETINGS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified,periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded,tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement al Brennan Avenue Revised July 1,2011 City Project No.00778 Of 3120-2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include,but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations,problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication,delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013120-3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable,meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal,updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1 -No schedule submittal required by contract. Small,brief duration projects b. Tier 2-No schedule submittal required by contract,but will require some milestone dates. Small,brief duration projects c. Tier 3- Schedule submittal required by contract as described in the Specification and herein.Majority of City projects, including all bond program projects d. Tier 4- Schedule submittal required by contract as described in the Specification and herein.Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Specification and herein.Large and/or very complex projects with long durations,high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule-Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule-Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative-Concise narrative of the schedule including schedule changes,expected delays,key schedule issues,critical path items,etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method(CPM)as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative(Project Scheduler)responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders,resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City,make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day,working days per week, the amount of construction equipment,or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities,and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City,the City may direct the Contractor to increase the level of effort in manpower(trades),equipment and work schedule(overtime,weekend and holiday work,etc.)to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 0132 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will,after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions,weather, technical difficulties, strikes,unavoidable delays on the part of the City or its representatives,and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions,the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates,and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors,the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera(P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013233-1 PUCONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 CityProject No.00778 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 013300-1 SUBMITTALS Page 1 of 8 SECTION 0133 00 SUBMITTALS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data(including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing,at the time of submittal,of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare,prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities,or within the time specified in the individual Work Sections,of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including,but not limited to: a) Disapproval and resubmittal(if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule,and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission(second resubmission)of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing,sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal,I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 r/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items/Table of Contents c. Product Data/Shop Drawings/Samples/Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of- a. £a. Contractor b. Supplier c. Manufacturer 5. Identification of the product,with the Specification Section number,page and paragraph(s) 6. Field dimensions,clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes,but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation(working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List,clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include,but is not necessarily limited to: a. Standard prepared data for manufactured products(sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include,but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing,as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed,materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work,materials,fabrication,and installations in conformance with approved shop drawings,applicable samples,and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site,or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned,Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples,where required,to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings,data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance,the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,20I2 City Project No.00778 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however,all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however,all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments,omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense,based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals,will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial,at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor,and will be considered "Not Approved"until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents,then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City,the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include,but are not necessarily limited to,complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications,submit a P.E. Certification for each item required. N. Request for Information(RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information(RFI)form provided by the City. 3. Numbering of RFI a. Prefix with"RFI"followed by series number,"-xxx",beginning with"01"and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required,the City will issue a Field Order or Change Order,as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives,Drop Weight,Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 33 12 25—Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. Health and Safety Code,Title 9. Safety, Subtitle A.Public Safety,Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction Specification 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation(TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines(more than 600 volts measured between conductors or between a conductor and the ground)shall be in accordance with Health and Safety Code,Title 9, Subtitle A,Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a. Notification shall be given to: 1) The power company(example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers,de-energize the lines,or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as"AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m.to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality(TCEQ), in coordination with the National Weather Service,will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m.whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However,the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour,or b) If equipment is new and certified by EPA as "Low Emitting",or equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives,Drop Weight,Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage,24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 G. Water Department Coordination CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1. During the construction of this project, it will be necessary to deactivate, for a period of time,existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required,coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor will be prosecuted to the full extent of the law. b) In addition,the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis,prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No(CPN) c) Scope of Project(i.e.type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. I. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction,prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers(USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required,meet all requirements set forth in each designated railroad permit. This includes,but is not limited to,provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust,capture and properly dispose of waste water. b. If wet saw cutting is performed,capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,20I2 City Project No.00778 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0135 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORT WORTH DOE NO.23CM gam.«w.m.: NOTICE OF TEMPORARY WATER SERVICE IIlTERRCIPTION 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 Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing,coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails,the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City,notify City, sufficiently in advance,when testing is needed. b. When testing is required to be completed by the Contractor,notify City, sufficiently in advance,that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site,or another external FTP site approved by the City. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution(if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Chanel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including,but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel,power, light,heat and other utility services necessary for execution, completion,testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping,equipment,devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting,operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting,and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] /[RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work,to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July I,2011 City Project No.00778 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 34 71 13—Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings,provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings,prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control,a City Street Use Permit is required. a. To obtain Street Use Permit,submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction,then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices(MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete,to the extent that the permanent sign can be reinstalled,contact the City Transportation and Public Works Department, Signs and Markings Division,to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015713-1 STORM WATER POLLUTION PREVENTION Page I of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0— Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3125 00—Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent:NOI 2. Notice of Termination:NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change:NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. Integrated Storm Management(iSWM)Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System(TPDES)General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division,(817)392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System(TPDES)General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817)392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division,(817)392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 00,except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior)or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources\02-Construction Documents\Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to,that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors,public travel,adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns,grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet,unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION[NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 5 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel,equipment,and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel,equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel,equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies,and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel,equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised November 22,2016 City Project No.00778 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 5 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel,equipment,and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel,equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Mobilization and Demobilization a. Measure 1) This Item will be measured by the lump sum or each as the work progresses. Mobilization is calculated on the base bid only and will not be paid for separately on any additive alternate items added to the Contract. 2) Demobilization shall be considered subsidiary to the various bid items. b. Payment 1) For this Item,the adjusted Contract amount will be calculated as the total Contract amount less the lump sum for mobilization. Mobilization shall be made in partial payments as follows: a) When 1%of the adjusted Contract amount for construction Items is earned,50%of the mobilization lump sum bid or 2.50%of the total Contract amount,whichever is less,will be paid. b) When 5%of the adjusted Contract amount for construction Items is earned,75%of the mobilization lump sum bid or 3.75%of the total Contract amount,whichever is less,will be paid. Previous payments under the Item will be deducted from this amount. c) When 10%of the adjusted Contract amount for construction Items is earned, 100%of the mobilization lump sum bid or 5.00%of the total Contract amount,whichever is less,will be paid. Previous payments under the Item will be deducted from this amount. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised November 22,2016 City Project No.00778 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 d)A bid containing a total for"Mobilization"in excess of 5% of total contract shall be considered unbalanced and a cause for consideration of rejection. e)The Lump Sum bid for"Mobilization—Paving/Drainage"shall NOT include any cost or sum for mobilization items associated with water/sewer items. Those costs shall be included in the various water/sewer bid Items. Otherwise the bid Items shall be considered unbalanced and a cause for consideration of rejection. Q The Lump Sum bid for "Mobilization—Paving"shall NOT include any cost or sum for mobilization items associated with drainage items. Those costs shall be included in the"Mobilization—Drainage"Lump Sum bid Item. Otherwise the bid Items shall be considered unbalanced and a cause for consideration of rejection. g)The Lump Sum bid for"Mobilization—Drainage"shall NOT include any cost or sum for mobilization items associated with paving items. Those costs shall be included in the"Mobilization—Paving" Lump Sum bid Item. Otherwise the bid Items shall be considered unbalanced and a cause for consideration of rejection. 2) The work performed and materials furnished for demobilization in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price per each"Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.I.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time,or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time,or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised November 22,2016 City Project No.00778 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 1) The Work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price per each"Work Order Mobilization"in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price per each"Work Order Emergency Mobilization'in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time,or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised November 22,2016 City Project No.00778 01 7000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised November 22,2016 City Project No.00778 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. Modified Section 1.9.C.3.a.and Section 1.9.C.3.b C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for"Construction Staking". 2) Payment for"Construction Staking"shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include,but not be limited to the following: 1) Verification of control data provided by City. 2) Placement,maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of"cut sheets"using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for"Construction Staking"shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey-The survey measurements made prior to or while construction is in progress to control elevation,horizontal position,dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Survey—The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking—The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey"Field Checks"—Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw website)—01 71 23.16.01—Attachment A Survey Staking Standards 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available on City's Buzzsaw website). 3. Texas Department of Transportation(TxDOT)Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land Surveying in the State of Texas,Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254(qualifications based selection)for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 013 3 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Lebow Chanel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit"Cut-Sheets"conforming to the standard template provided by the City (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A —Survey Staking Standards). 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one(1)week prior to scheduling the project final inspection for City review and comment.Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason,the Contractor will be responsible for costs to perform staking.If in the opinion of the City,a sufficient number of stakes or markings have been lost,destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut,the Contractor shall perform construction survey and verify control data including,but not limited to,the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested,to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it,as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances(as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As-Built Survey 1. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12"and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location(and provide written documentation to the City)of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection,curvature, etc. (3) Fire line tee (4) Plugs, stub-outs,dead-end lines (5) Casing pipe(each end)and all buried fittings 2) Stormwater a) Top of pipe elevations and coordinates for storm drain lines at the following locations: (I)Minimum every 250 linear feet, including (2)Horizontal and vertical points of inflection,curvature,etc. b) Manholes,Junction Structures,and Inlets (1) Rim and flowline elevations and coordinates for each manhole,junction structure, and inlet. CITY OF FORT WORTH Lebow Charnel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as-built survey including the elevation and location(and provide written documentation to the City)of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults(All sizes) d) Fire hydrants e) Valves(gate, butterfly,etc.) f) Air Release valves(Manhole rim and vent pipe) g) Blow off valves(Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Stormwater a) Top of pipe elevations and coordinates for storm drain lines at the following locations: (1)Minimum every 250 linear feet, including (2)Horizontal and vertical points of inflection,curvature,etc. b) Manholes,Junction Structures,and Inlets (1) Rim and flowline elevations and coordinates for each manhole,junction structure,and inlet. 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2- PRODUCTS A. A construction survey will produce,but will not be limited to: 1. Recovery of relevant control points,points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations(benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams,parking areas, utilities, streets,highways, tunnels,and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing,when required by the client, indicating the horizontal and vertical location of facilities,easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent(817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD(.dwg) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 b. ESRI Shapefile(.shp) c. CSV file(.csv),formatted with X and Y coordinates in separate columns(use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks,and shall include feature descriptions PART 3- EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical tolerance.Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft.tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets,curbs,gutters,parking areas,drives,alleys and walkways shall be located within the confines of the site boundaries and, occasionally,along a boundary or any other restrictive line. Away from any restrictive line,these facilities should be staked with an accuracy producing no more than 0.05ft.tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water,telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas,these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely.Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained.Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions,corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February I4,2018 City Project No.00778 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR/RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City,the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey"Field Check"of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or Yd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text';revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2018 City Project No.00778 FORT WORTH,, Section 017123.01 - Attachment A Survey Staking Standards February 2017 Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information H. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER e GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS SANITARYSEWER ' IRRIGATION AND RECLAIMED WATER " III. Standard Staking Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub (2"x2" min. square preferred) 6"tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks(for marking hubs) 3/4" long Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for'Zoning Maps'. Under'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment 1. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain,final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable)of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North:0, East=O C. Geoid model used, Example: GEOID12A E. Preferred Grid Datum Page 4 of 22 Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane Texas_North_Central_FIPS_4202_Feet Projection: Lambert—Conformal—Conic Fa Ise_Easti ng: 1968500.00000000 False—Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude—Of—origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes Page 5 of 22 Y a � V) w Q m J V o z w F— m m y w o w u 1016 EL.= 100.00' m o � z w w O U m 00 z h- z I— _ — z En V) = 0 LLJ IL J _ � U) a ? ca w z w W �._ < � °�° o x O 0 O W 0 0 CP #1 N=5000.00 E=5000.00 t � V. Water Staking Standards Page 6 of 22 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe(T/P)for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16"and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes Page 7 of 22 . o N 42 F i 01z zZ O 7- 0/S W/LS 2+ k C-3.82 LJ (-4j �— U b z M z u O Q7' 0/5 W/L STA-1+72.ai �C-3.ai Iy w W d O V) Y d U m � t IL � 1 t l r �c t #� 1 rS �1 ?z ( W IA+ 9 N W 7 m Z Q zZ v' c O Q 0 W sTA=o+oo F 0-378 ry LL_ 2 ( gad xmz VI. Sanitary Sewer Staking Page 8 of 22 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC (Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Example Sanitary Sewer Stakes Page 9 of 22 h Z_ -41,55 p J(,>/s 4t Ss I n..3«7A I<0 o-•K 1< c-•" C-00 ry o c-� Z a lits Y L,< 12' 8/S SS 11: STA-3+7 �N C-3� �s C-0 8 C-O& au' . N � C3 W }� W Vf � F— � WN Z _ p T 0/S 4 SS .�+es w 0-41Ecy— 1 L a 1 r F < FX Z m F F94 p Q Of Ld LL. c- ~ z �S pI r o/s E ss STA-o+ z C-AY � �8$ c-0s tf W LJ_ C3 (3 Ul hv H VII. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents Page 10 of 22 I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10' inlet= 30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Example Storm Inlet Stakes Page 11 of 22 FRONT FRONT (SIDE FACING (L-) (SIDE FACING �) a NO FLAGGING REQUIRED o 'u', IN LIEU OF PINK PAINTED LATH 3 n o m o m r ? 1 M BACK BACK (SIDE FACING Raw) (SM FAMNG R.O.!) g IDENTIFIES WHICH IDENnnEs WHICH POINT f y END OF THE WING POINT F ! END OF THE YANG a BEING STAKED BEING STAKED 1y HUB FLE4AnLO Gi e p INLET STATION HUB ELEYATON g (IF NOTED ON PLANS) IDENTIFIES GRADE T/C TO TOP OF CURB TA 134 O + O IDENTIFIES CRADE FL [] TO FLDWUNE � F DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 1IY - 2d STANDARD DOUBLE TO' — P6.67 HUB WITH TACK T —— FIECE55M DOUBLE TO"— ]O.Sr —--—— ——————————————— I I IIACK OF INLET bl - MARuOLE '' �I •A of •.• I BACK OF CURB ;, BACK OF CURB j "•WING.( --------- FLOYILINE FACE OF INLET FACE OF INLET "WUNE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT VIII. Curb and Gutter Staking Page 12 of 22 A. Centerline Staking—Straight line Tangents V. 1 offset stake every 50'on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted Example Curb & Gutter Stakes FRONT (SIDE FACING q) 4, oFRONT IDENTIRES ENDFRONT 'a (SDi FACMC t)POINT ICT O B FRONT p (SIDE FACING IDENTTFIEs sTART (SIDE FAC@IG g) a PONT OF CURVATURE Q u c O + A �! r BACK IDENTIFIES OFFSET 19 TO Y (SIDE FACING RAMI) M FOR BAC{OF CURD OR F/O rlc 4 FACE OF CURB a POINT III § g C III I � N � III I III I r T MOPES GRADE GUREI IS o III I NO GRACE ON0 I HUB ELEVATION c + RADIUS POINTS (E P NO FLAGGING R a IR DJ IN LIEU OF PINK PAINTED LATH I 1 � r TOP OF CURB BACK OF CURB �rr g�3 FACE OF CURB'' i I FLOWLI NE EDGE OF PAVEMEN Example Curb & Gutter Stakes at Intersection Page 13 of 22 R z za o r+ou 6 W� .OL N 1. id bi �+ o Psr/� S o lit- 0 30WISn xve ,W I G acro io gave a GUM!0)pave b I 30NUM 7" ,as I o T m .0 \ ~p o *+ ,Ol ,OL �;W # IX. Cut Sheets Page 14 of 22 A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address,cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV. Page 15 of 22 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters Page 16 of 22 L I cu 'I •� t �I�y iNi I T:i Yi.`5fiN9 s 111'1R17N4131Y11A711 tYxT bpi 1 Mx 4iYIiXSit # 1G'4irtY Nb1inlA,I 1IU47R'f5 slf:Yi"Iri.�w, I11111 I"YAA.W' N7+NR:1{i 11 1'JMbW I7d K'n 4jY l�RA9 L•1 It LIAL4 1.A. gillX { 1 L> It1iVM1x iN ..i IIYL'L"• ti 3 %ti l I J 1 l i Al 1I A 1 A R1 X^i Ld3.r yYf 1 itl I.N l l l l L - L 4111C 34�llY�RA AI It R•fl ft4f 4:N 414111 li'i Xr 111 Y. NY"Y VCR lV1A1Y`f F1NElt41'kY'1 dll 1SUN /4N"Nil tw I i 1i-BMILi RIO,IIMYOl1iLY kYGPf Rtii AK:O }1111 iYri7 : [I UtYi�Jtl'tllltll?St II�ELNIQWiNlk A 111P1�6L'AYfi IX DL1111 it II 4Y IF!:1, 111.1".. : ` Y 1A{111lY 114If 1'P 1 till M:St 4N i 1t IJ^IM1K II IIVNAAV A'IYR1RVt RY'f9 NIR+yKr..t IMI IS 3 II 4411'IIl AII4i 14,11" :'90K AN LI :1 Lt 1111 liKd'f Ll I1Ltlgi'Lll#1 t 1AYtl14thlA !"ai Al it 14 F11rtdI t 111 Ai 1.1{xI'll 4 J 9ki4i.1K'KtH^1/i1'V'Ill.1 t1A..lII 44,411 lel ll11111111 Y1'4' .- d RV%114 i9N Yli Ity of,1YLII3I.4� ! (1(1!1 t'fl tlf't^tAJ141MiYµf4ti111I,-14 NI RR tFi Al tat a% all V I It t. 11 ltiE�7*V"Pint IA a:III1A.x 1yA17et T:IARANIILACI f 171Y11RE1MNy 49.{7/19q7qL tAlKl•1WJK lK Lll I11fAR'L 1 ,5 11A �t E/All[Ik14./R1 11117 Y14ASK11lA1 K}g11 ry111 l III ti LIR t 144 RYlARt4 �f'.1LRY1li iY Y+MtY 1K11411'i CIS Ikl11 it 14 11,11111111:111 111{911119 yd.lIl1ACTA .01'1.111 1yR I:HY AtC'y XAll if I'Y YIFill 111 It II'1711ift#41'1%4 74A 1'H}Y'/L10114RyT41AI f11.43A 1111Y i1'A#N XYI 110.1 i 111111111i11t1AA',iF N1IAA/1 1 1111�'F7YpI q11 I1.!IIPi 1 M 1111111111; flAil 111 Is 111,111111 if E! IN n illi.AL k7HA AI kAl'P1K Itl{{Ilpp INI A' All'Falls)AA 1'/f A7 1,.RIME i114C VY!JAIN KAl 14 YRIY"Y.A': Xxth Id i111S'F 111 IMI1t If 1195%4'9'x RM11+1111 R' 11N9i RA 1RB#AN 1411179 4 A 5 x 11#IN Xi4?11UAIC 1111t14AXkN1' t ttl 1:'1:1167 I'm AA 31 fNl 74171K LIE 1�t1Ak Ylf1{LL'IIY: d X A n Ex Et'A 11Rh !N Pit 11bL '9 111%tR 111419�1�R 11111.411 U LFT Il 13AYI 11411:b 311It tlt ItC11Rt11q7+4R:II:L'�t t Y'jE47YCt ilii l'R H{Ilu 111443 At lK 1.4117 1FAkI1L$ ti 13:411111it l 111 ll 417;0111 1411 i l LIF1 4911 11t1 YE 1JI.9A 111 111 1 34 1 ilAf 0 KYRJ II MI/-?-1 1'11 'M -• fl WR t•J1111711'!•1 4'111 iN RI IF.M,if VVIIII:0=.81.W, '" V Rt!RY-lA 44" }X174111 YY HMI 14 1111 K 11 J\,.: R1 H1,iYG4A1 1717+411 7/144YRM•11 {111+1111 111 lAl"fRRl 1K S1 SNY 74 PY}+i 1177 t11 X--LFW'1111 t lX :. 111 IpMl77t Y1•R'In IYRFt iRN11Y1173YS 1 1 1'1111 i •(FA1K'#NIK IR{1 AyA1, IItV1A 1%1.1110%11 I�N:ANRI n'Kn li:1A94MM G1 11yyI,1111AI4S#1I7i4NdlR K'IL7A 197 kY4'.I A rca EA4 ifixCIR 111I F'Ipp11,111EXIIMut111t4A91 IAHI GA 1111.TF 1114• IT 1CA1i ARYA iYhAM1I I^1017 YK:17LtE111:IN 141"FIM 11'11. 11 1't 111{RAN M1l Y:1'A 4114A1I ITa, 1147 C:IR XYYIl91:i' Il !L#-Y!'YY SLi41 X11T MKI41'.Li F 1 4441 1-'449 17LR1 NR tdltld'11R1R1IR'li I 1\7111 Y 11,11MU1NJ Ito R 1044 AA.1 N4119d 111111 111,#1 # {;.A V1 I'll #Rid'.#•Rio$I YT#.M19.I i I tIgLtAYi1 A i1F:RR alp'R�•.1Fi4:'itSi Rli#1191111 IAtLAJM1 1jilta ll 11 RY'Lj1�t/Hat 1ll 11l 01�IF%NR � F11Y F417IIN all I still 4 T1114 AF:JI9{tl1i 71111.8 A'I+1E 413'1Ct:• fl Ntitlilil AT t11x 114%1 l'A'T d4 L S IN A 9 A I t4l MI ARLI: rJ nl A l l}Is I:I F NlAt IIS Apt ltlli 281#'.'II i1N 15 L 1Yt\t 1574 E1 NI11 it;III 17111471\Hn1Ai f1 tNN t1 AX ttill'7F CI 1R'IRJA AARMA IXF7F 111 A7A'47 A1'C1':"1HA I1 X1.11'5:1"3 IAI }t 511':1lYI maia.ii, 114194..814 Alt 111\1III LLI:r G i IE11111,14 i11111141t a I NIAY ;IAAl44i1 /I YAl14 YA IN TiIIRI.. F^ IY1 Y lIVtl1X1Yd 41013.111 19rc 111 !"I ISN It IF Ill 111118 11 Y11AJL1AA 1, 1'Y 1, X!,I I N X I'll l IT J M1 1411311 x IF 141: IM4 71:'49'17.'1 AA i1h!1IIV111114C71;,.11 it 41 {N 11141A4'} d 1 ...iRi itl tA'.NlfA111RYIl7A lA 6FtXT L1�Nt Ri#1 A 1A F l A l til,1'iL 1111 14 1 1/4MINtK7 114LL:11to F1 t{AIR IAC i AITH Ixat A 11 V11', 11 '1111 IY' 1T IIRI II{.AItoI-YL'AAl t i'1.«.' yR T7A 4t T11 a 1111 J K NT t,=7 t t4 4:Vi lot II 40ILt' 4142L R1 it lx ty"I RLF1*II�11' RN 510.%1 IA9 /l'.. t "' ^•SY I11L117YLF �! 115 Y1 1)718111,11 A.i AKIR IY1J Ii Il,I yam, NIZk 19 1N 1 1 IlitiF 11 15 17 1 118 Xyy'1%Ia 6A 11+ • at7'1'14-7411 it TA 11X1 Fb Rlll YIE LR 1.71111. W1139'1 -. III /111917 IFIL J1 ■i } T1Y11:H•t41ts L if 11!"1[^1411 HA ...N[1111 M'ISII',1'47 FI11'LN 4R IR A.M1il4 t1 ' iK 111.7"i#KN 1N t"+" IL 114a4'I4i 'A91lX4\, I 1{17 A:IA AI5Al 17111X8 A1'x !a 1111 1161 R4•'M1YR.;i I a Itldi1 L. i I J111NA11111 A it l 1 M IARA 4141& 1I 11 ln>!IY 1 f ! I4 6 9. INY gt 517771 CIS IK ryll GAZA H+' 'r IY YIYIIM1I'•i"IAA AAd11 ILII At1IM Y IF,M1A 19C 11Wy N MIR Iy 1t•;Lf 19.11 I•LI14Y 11741A AR .......... � 111 1 1 1 14 117 8 I 71711 t!Y'�Y11311(RV AI It IL IRM N H 9 1 Y1 f X I C 1 1.141 1 Ili t i U'I t "+ 1101Nx 1 X471 1"1A 1511411 III aft 111111{1tl11Al It M I 11Yi1111[11 R Loi at11fl441151'1 944:Ill It 4NL\RXllllltaA it L'tM#%t+KMR itk 1111 i T 5AA'!'� #71111'7 til i0.•Y 144 Ill., I- I;{i'IJlX Y9 4yA.l A-RI ryI XT aI If: 144111 Il I'1t 71 II li Is t4FL-1 LX:t\#14R'!II 1'9'711171111\A 1%174:.154Y7l IJ'I LANYII 1111t 111.11 4IIJ 1'1 JV'3 fYA 11317'1 114E IN�A,'X IIYIY'F IXYI'F 11119111 11,111 6.1.'A#A'RALIx114 tVk A 3818'11181#ILtC 1418 td 4185141171.:%YRi A4:i,%jvI:'UFR'N' .114114 I'lsb1YN:4X 1'IAN.d'M1 M1tl NXe R.1dM1i11A'4A SI tMYM1CLAi1 YYA1'7 HEAT)1;Ai 18",I IM1118818 RAT'1"N,iI M.:1ART ARI '41'L" A A LB t 1:tY4711':91 4!45ih ASAR ih S'L0.0 7h,_'ghLl�\\hl,.^5 • STA 00�-ArK Ar-awror AD STA OdrM-W R Oq D DD •STAOew-ArK O'LOVO M ASME F SAO/ASE EW IN ww P/q!fPMATf1t GQE YAWE A AERM Comm m Mr.VWNM FAX�Tff DSTAUi J6CSOM SLEEVE STAOMD-CVL '6jra mw tmX V�umr rsTAw 5 LI.J E TAl/'91 E-?P%Y7970 h I M£YA(M r !-F"ww w ��P0/ RIF swDW tEAo r..w.w �-CWE vow E-2296MY]ES t,�sy ,r.•aasmas. �. 1DT A 910m JIM Mb9Yq� BLK O E�dfigSi RW 6 i� ss ONION�vw�r asp r1 . IN �rl�Mr �. Z•.r e•- 7Z DA AeMWE cwffDv Cl•�f! 6 e ��•� � My TorTAI'P f. E-MUMOM O °m.t30At IZWATER �� b+ L771, e,.s ss--- — ------ rer ti PlWYMED s AEYWE•S"ASE '`►`�`. ' SAWARY SEE SHEEI EVSK ME VAM SrA 0O3M-tt M5rAIe Wr A }D 4!YM.SAD �� Ah69gLR.'�91 C�Sm ucM / E-P�r.31i30TY / STA OO M-QR Gq"DO STA 03TS1!+f2 STA 0 -IF /// MWAW AMSTAIL MSTAW I-V AU SDLO SYEEYE h 11�6•YERr.BFJ1D h fP4'YEAT.Bm 9 LF D'WWig R PM A 59Q *69905P9w ALT TO EAW.WIVAW E- PY296JO�BSIO E-PS9SlOA9J6 P Page 18 of 22 9262-X -I R$JV WW nH 133PO61d kO'fiK#UOZ lJYtl1N0.7 1N3n-37V7d3H H3M35 kNiNYS ON/H31YAl ig yr�v� 1e aEl `c" I Spl 3f�5I ��4d�a, l' yiy q 3� }flagqq�� yK. @p� y-3Nn SS-d u oS-0 3'15 3N17.H91VM tZ ' 0 If k t, 10 to J � zz 141 5 i • iAAAAAiiiiiii111l11 J++� - - - Page 19 of 22 NX 29 j< -r-%WIAW StW" SCWCF W1 UFVMff LMTON RD.W cc A 2L 'w. l2'WATER O wv 0A. A- LITS im bft so RAWarr SS LAW CUAfSr.WDFASSApf MKZ" CaW-4MELAR a mm 05W W/cavusm MMMM ':/` comwa PAPArss(AWJ CMWIMr PMAVSS MUM TO PAWS MY MAP NO.2018-380,2018-3 bLAPSCO PAGE NO.74N,S,T, - - - - - - - - - - - - - - - 74 71 1.00 Page 20 of 22 Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO_ NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 1296079.165 726.09 SSMH RIM At;-A L 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM cod-Dn.•ffiw�s 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM 6 6946190.528 2296022.721 722.325 FH A 183; 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 'n( CAF,,,Yi#L 9 6946003.056 2295933.418 713.652 CO RIM &*Je L1 102 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896.591 2295862.188 708.205 VAWRrM - 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM Go 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM IL 23 694S621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM ��l 69A T-&,)25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM -M 27 6945519.834 2295619.49 732.689 WM RIM Cot- , L.- 16 -Jrs 28 6945417.879 2295580.27 740.521 WM RIM 29 5456.557 2295643.145 736.451 CO RIM _ 30 6945387.356 2295597.101 740.756 GV RIM rl _ L�i►JS 31 6945370.688 2295606.793 740.976 GV RIM Fee- SU"t c, 32 6945383.53 2295610.SS9 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM �-��-•�' 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM J 40 6945049.02 2295527.345 752.257 SSMH RIM 0f 41 6945041.024 2295552.675 751.79 WM RIM G� 7 42 6945038.878 2295552.147 751.88 WM RIM S +EY 43 6945006.397 2295518.135 752.615 WM RIM 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6941860.416 2295S34.397 752.986 SSMH RIM NY sa--,fra(- 434b Page 21 of 22 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. Ons' _. ......._... ............ ...... ...... ..... ...... ...... ...... ... • 4 s � � n 9 # a i i T W o • DI - %1L Page 22 of 22 01 7423-1 CLEANING Page 1 of 4 SECTION 0174 23 CLEANING PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE,AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017423-2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. S. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials,debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic,adhesives,dust,dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts,blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior(Site or Right of Way)Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017423-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities,and upon approval by City,remove erosion control from site. 5. Clean signs, lights, signals,etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 0177 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees,Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees,bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 0177 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 7423. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection,the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion(Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report(if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017823-1 OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include,but are not limited to: a. Traffic Controllers b. Irrigation Controllers(to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 % inches x 11 inches b. Paper 1) 40 pound minimum,white,for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab,bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product,or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used,correlate the data into related consistent groupings. 4. If available,provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor,name of responsible principal,address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List,with each product: 1) The name,address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text,as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty,bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content,for architectural products,applied materials and finishes: a. Manufacturer's data,giving full information on products 1) Catalog number, size,composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection,maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content,for each unit of equipment and system,as appropriate: a. Description of unit and component parts 1) Function,normal operating characteristics and limiting conditions 2) Performance curves,engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up,break-in,routine and normal operating instructions 2) Regulation,control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly,repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers,with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices,and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system,as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics,and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly,repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts,manufacturer's current prices,and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.I—title of section removed CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Contractor As Built Survey and Redline Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.I.A.La-Revised C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents,making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records,make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible,to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data,use means necessary to again secure the data to the City's approval. a. In such case,provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City,at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection,provide the City 1 complete set of all Final Contractor As Built and Redline Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS-JOB SET". 2. Preservation a. Considering the Contract completion time,the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed,devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud"drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings,arrangements of conduits,circuits,piping, ducts,and similar items,are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However,design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of As Built Survey and Redline Drawings, by dimension accurate to within 1 inch,the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show,by symbol or note,the vertical location of the Item("under slab", "in ceiling plenum", "exposed",and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of As Built Survey and Redlined Drawings to the corresponding final documents, coordinating the changes as required. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings,will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP[NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/11 ZPG Section 1.LA.l.a-Revised CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July I,2011 City Project No.00778 024113-1 SELECTIVE SITE DEMOLITION Page 1 of 5 SECTION 02 4113 SELECTIVE SITE DEMOLITION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Removing sidewalks and steps 2. Removing ADA ramps and landings 3. Removing driveways 4. Removing fences 5. Removing guardrail 6. Removing retaining walls(less than 4 feet tall) 7. Removing mailboxes 8. Removing rip rap 9. Removing miscellaneous concrete structures including porches,foundations,and existing bridge structure. 10. Disposal of removed materials B. Deviations this from City of Fort Worth Standard Specification 1. 1.1.1.A.9—Removal of existing bridge structure included under this item. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3123 23—Borrow 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Remove Sidewalk: Measure by square foot. b. Remove Steps: measure by the square foot as seen in the plan view only. c. Remove ADA Ramp: measure by each. d. Remove Driveway: measure by the square foot by type. e. Remove Fence: measure by the linear foot. f. Remove Guardrail: measure by the linear foot along the face of the rail in place including metal beam guard fence transitions and single guard rail terminal sections from the center of end posts. g. Remove Retaining Wall(less than 4 feet tall): measure by the linear foot h. Remove Mailbox: measure by each. i. Remove Rip Rap: measure by the square foot. j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 2. Payment CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0241 13-2 SELECTIVE SITE DEMOLITION Page 2 of 5 a. Remove Sidewalk: full compensation for saw cutting,removal,hauling, disposal,tools,equipment, labor and incidentals needed to execute work. Sidewalk adjacent to or attached to retaining wall(including sidewalk that acts as a wall footing)shall be paid as sidewalk removal. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. b. Remove Steps: full compensation for saw cutting,removal,hauling,disposal, tools,equipment, labor and incidentals needed to execute work.For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. c. Remove ADA Ramp and landing: full compensation for saw cutting,removal, hauling,disposal,tools,equipment,labor and incidentals needed to execute work. Work includes ramp landing removal. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. d. Remove Driveway: full compensation for saw cutting,removal,hauling, disposal,tools,equipment, labor and incidentals needed to remove improved driveway by type. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. e. Remove Fence: full compensation for removal,hauling,disposal,tools, equipment, labor and incidentals needed to remove fence. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. f. Remove Guardrail: full compensation for removing materials, loading,hauling, unloading, and storing or disposal; furnishing backfill material; backfilling the postholes; and equipment, labor,tools,and incidentals.For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. g. Remove Retaining Wall(less than 4 feet tall): full compensation for saw cutting,removal,hauling,disposal,tools,equipment, labor and incidentals needed to execute work. Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts as a wall footing)shall be paid as sidewalk removal. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. h. Remove Mailbox: full compensation for removal,hauling,disposal,tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. i. Remove Rip Rap: full compensation for saw cutting,removal,hauling, disposal,tools,equipment, labor and incidentals needed to execute work. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, removal,hauling,disposal,tools,equipment, labor and incidentals needed to execute work. For utility projects,this Item shall be considered subsidiary to the trench and no other compensation will be allowed. B. Definitions 1. Improved Driveway: Driveway constructed of concrete,asphalt paving or brick unit pavers. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0241 13-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1.3 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Fill Material: See Section 3123 23. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 REMOVAL A. Remove Sidewalk 1. Remove sidewalk to nearest existing dummy,expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3A.K. B. Remove Steps 1. Remove step to nearest existing dummy,expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. C. Remove ADA Ramp 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. See 3.4.K. 2. Remove ramp to nearest existing dummy,expansion or construction joint on existing sidewalk. D. Remove Driveway 1. Sawcut existing drive,curb and gutter and pavement prior to drive removal. See 3.4.K. 2. Remove drive to nearest existing dummy,expansion or construction joint. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 0241 13-4 SELECTIVE SITE DEMOLITION Page 4 of 5 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 4. Remove adjacent sidewalk to nearest existing dummy,expansion or construction joint on existing sidewalk. E. Remove Fence 1. Remove all fence components above and below ground and backfill with acceptable fill material. 2. Use caution in removing and salvaging fence materials. 3. Salvaged materials may be used to reconstruct fence as approved by City or as shown on Drawings. 4. Contractor responsible for keeping animals(livestock,pets,etc.)within the fenced areas during construction operation and while removing fences. F. Remove Guardrail 1. Remove rail elements in original lengths. 2. Remove fittings from the posts and the metal rail and then pull the posts. 3. Do not mar or damage salvageable materials during removal. 4. Completely remove posts and any concrete surrounding the posts. 5. Furnish backfill material and backfill the hole with material equal in composition and density to the surrounding soil unless otherwise directed. 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- foot below the new subgrade elevation and leave in place along with the dead man. G. Remove Retaining Wall(less than 4 feet tall) 1. Remove wall to nearest existing joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 3. Removal includes all components of the retaining wall including footings. 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A H. Remove Mailbox 1. Salvage existing materials for reuse. Mailbox materials may need to be used for reconstruction. I. Remove Rip Rap 1. Remove rip rap to nearest existing dummy,expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. J. Remove Miscellaneous Concrete Structure 1. Remove portions of miscellaneous concrete structures including foundations and slabs that do not interfere with proposed construction to 2 feet below the finished ground line. 2. Cut reinforcement close to the portion of the concrete to remain in place. 3. Break or perforate the bottom of structures to remain to prevent the entrapment of water. K. Sawcut 1. Sawing Equipment a. Power-driven CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 b. Manufactured for the purpose of sawing pavement c. In good operating condition d. Shall not spall or fracture the pavement to the removal area 2. Sawcut perpendicular to the surface completely through existing pavement. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 8/11/2017 ZPG 1.1.A.9—Removal of existing bridge structure included under this item. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-1 CAST-IN-PLACE CONCRETE Page I of 25 SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures and finishes, for the following: a. Piers b. Footings c. Slabs-on-grade d. Foundation walls e. Retaining walls(non TxDOT) f. Suspended slabs g. Blocking h. Cast-in-place manholes i. Concrete vaults for meters and valves j. Concrete encasement of utility lines k. Concrete Drainage Drop Structure B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.1.A.Lk—Added Concrete Drainage Drop Structure C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Cast-in-Place Concrete 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Definitions 1. Cementitious Materials a. Portland cement alone or in combination with 1 or more of the following: 1) Blended hydraulic cement 2) Fly ash 3) Other pozzolans CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-2 CAST-IN-PLACE CONCRETE Page 2 of 25 4) Ground granulated blast-furnace slag 5) Silica fume b. Subject to compliance with the requirements of this specification B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. American Association of State Highway and Transportation(AASHTO): a. M182,Burlap Cloth Made from Jute or Kenaf. 3. American Concrete Institute(ACI): a. ACI 117 Specification for Tolerances for Concrete Construction and Materials b. ACI 301 Specifications for Structural Concrete c. ACI 305.1 Specification for Hot Weather Concreting d. ACI 306.1 Standard Specification for Cold Weather Concreting e. ACI 308.1 Standard Specification for Curing Concrete f. ACI 318 Building Code Requirements for Structural Concrete g. ACI 347 Guide to Formwork for Concrete 4. American Institute of Steel Construction(AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. 5. ASTM International(ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A153, Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel Hardware. c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications. d. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. e. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. g. C33, Standard Specification for Concrete Aggregates. h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. j. C94, Standard Specification for Ready-Mixed Concrete. k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2-inch or {50-milimeter] Cube Specimens) 1. C 143, Standard Test Method for Slump of Hydraulic-Cement Concrete. in. C171, Standard Specification for Sheet Materials for Curing Concrete. n. C150, Standard Specification for Portland Cement. o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. p. C219, Standard Terminology Relating to Hydraulic Cement. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-3 CAST-IN-PLACE CONCRETE Page 3 of 25 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. r. C260, Standard Specification for Air-Entraining Admixtures for Concrete. s. C309, Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. t. C494, Standard Specification for Chemical Admixtures for Concrete. u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. v. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete. w. C989, Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars. x. C 1017, Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete. y. C 1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete. z. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- Cement Concrete. aa. C 1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers. cc. F436, Standard Specification for Hardened Steel Washers. 6. American Welding Society(AWS). a. 131.1, Structural Welding Code- Steel. b. D1.4, Structural Welding Code- Reinforcing Steel. 7. Concrete Reinforcing Steel Institute(CRSI) a. Manual of Standard Practice 8. Texas Department of Transportation a. Standard Specification for Construction and Maintenance of Highways, Streets and Bridges 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Included 1. Design, fabrication, erection and stripping of formwork for cast-in-place concrete including shoring, reshoring,falsework,bracing, proprietary forming systems, prefabricated forms,void forms, permanent metal forms, bulkheads,keys, blockouts, sleeves,pockets and accessories. a. Erection shall include installation in formwork of items furnished by other trades. 2. Furnish all labor and materials required to fabricate,deliver and install reinforcement and embedded metal assemblies for cast-in-place concrete, including steel bars, welded steel wire fabric,ties, supports and sleeves. 3. Furnish all labor and materials required to perform the following: a. Cast-in-place concrete b. Concrete mix designs c. Grouting CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-4 CAST-IN-PLACE CONCRETE Page 4 of 25 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Required for each type of product indicated B. Design Mixtures 1. For each concrete mixture submit proposed mix designs in accordance with ACI 318, chapter 5. 2. Submit each proposed mix design with a record of past performance. 3. Submit alternate design mixtures when characteristics of materials, Project condi- tions,weather,test results or other circumstances warrant adjustments. 4. Indicate amounts of mixing water to be withheld for later addition at Project site. a. Include this quantity on delivery ticket. C. Steel Reinforcement Submittals for Information 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- ical analysis. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Manufacturer Qualifications 1. A firm experienced in manufacturing ready-mixed concrete products and that com- plies with ASTM C94 requirements for production facilities and equipment 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" B. Source Limitations 1. Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 1 source from a single manufacturer. C. ACI Publications 1. Comply with the following unless modified by requirements in the Contract Docu- ments: a. ACI 301 Sections 1 through 5 b. ACI 117 D. Concrete Testing Service 1. Engage a qualified independent testing agency to perform material evaluation tests. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-5 CAST-IN-PLACE CONCRETE Page 5 of 25 1.10 DELIVERY,STORAGE,AND HANDLING A. Steel Reinforcement 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 2. Avoid damaging coatings on steel reinforcement. B. Waterstops 1. Store waterstops under cover to protect from moisture, sunlight,dirt, oil and other contaminants. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2 - PRODUCTS 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Manufacturers 1. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: a. Available Products: Subject to compliance with requirements,products that may be incorporated into the Work include,but are not limited to,products specified. b. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. B. Form-Facing Materials 1. Rough-Formed Finished Concrete a. Plywood, lumber, metal or another approved material b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 2. Chamfer Strips a. Wood, metal, PVC or rubber strips b. %-inch x 3/4-inch, minimum 3. Rustication Strips a. Wood, metal, PVC or rubber strips b. Kerfed for ease of form removal 4. Form-Release Agent a. Commercially formulated form-release agent that will not bond with, stain or adversely affect concrete surfaces b. Shall not impair subsequent treatments of concrete surfaces c. For steel form-facing materials, formulate with rust inhibitor. 5. Form Ties CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-6 CAST-IN-PLACE CONCRETE Page 6 of 25 a. Factory-fabricated,removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. c. Furnish ties that,when removed,will leave holes no larger than 1 inch in diameter in concrete surface. d. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing. C. Steel Reinforcement 1. Reinforcing Bars a. ASTM A615, Grade 60,deformed D. Reinforcement Accessories 1. Smooth Dowel Bars a. ASTM A615, Grade 60, steel bars(smooth) b. Cut bars true to length with ends square and free of burrs. 2. Bar Supports a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire reinforcement in place b. Manufacture bar supports from steel wire,plastic or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1) For concrete surfaces exposed to view where legs of wire bar supports contact forms,use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports. 2) For slabs-on-grade,provide sand plates,horizontal runners or precast concrete blocks on bottom where base material will not support chair legs or where vapor barrier has been specified. E. Embedded Metal Assemblies 1. Steel Shapes and Plates: ASTM A36 2. Headed Studs: Heads welded by full-fusion process,as furnished by TRW Nelson Stud Welding Division or approved equal F. Expansion Anchors 1. Available Products a. Wei-it Bolt,Wej-it Corporation, Tulsa, Oklahoma b. Kwik Bolt 11,Hilti Fastening Systems,Tulsa, Oklahoma c. Trubolt,Ramset Fastening Systems,Paris,Kentucky G. Adhesive Anchors and Dowels 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system into hardened concrete or grout-filled masonry. a. The adhesive system shall use a 2-component adhesive mix and shall be injected with a static mixing nozzle following manufacturer's instructions. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-7 CAST-IN-PLACE CONCRETE Page 7 of 25 b. The embedment depth of the rod shall provide a minimum allowable bond strength that is equal to the allowable yield capacity of the rod, unless otherwise specified. 2. Available Products a. Hilti HIT HY 150 Max b. Simpson Acrylic-Tie c. Powers Fasteners AC 100+Gold 3. Threaded Rods: ASTM A 193 a. Nuts: ASTM A563 hex carbon steel b. Washers: ASTM F436 hardened carbon steel c. Finish: Hot-dip zinc coating,ASTM A 153, Class C H. Inserts 1. Provide metal inserts required for anchorage of materials or equipment to concrete construction where not supplied by other trades: a. In vertical concrete surfaces for transfer of direct shear loads only,provide adjustable wedge inserts of malleable cast iron complete with bolts, nuts and washers. 1) Provide 3/4-inch bolt size, unless otherwise indicated. b. In horizontal concrete surfaces and whenever inserts are subject to tension forces, provide threaded inserts of malleable cast iron furnished with full depth bolts. 1) Provide 3/4-inch bolt size,unless otherwise indicated. I. Concrete Materials 1. Cementitious Material a. Use the following cementitious materials, of the same type, brand,and source, throughout Project: 1) Portland Cement a) ASTM C150, Type I/II, gray b) Supplement with the following: (1) Fly Ash (a) ASTM C618, Class C or F (2) Ground Granulated Blast-Furnace Slag (a) ASTM C989,Grade 100 or 120. 2) Silica Fume a) ASTM C1240, amorphous silica 3) Normal-Weight Aggregates a) ASTM C33, Class 3S coarse aggregate or better, graded b) Provide aggregates from a single source. 4) Maximum Coarse-Aggregate Size a) %-inch nominal 5) Fine Aggregate a) Free of materials with deleterious reactivity to alkali in cement 6) Water a) ASTM C94 and potable J. Admixtures CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-8 CAST-IN-PLACE CONCRETE Page 8 of 25 1. Air-Entraining Admixture a. ASTM C260 2. Chemical Admixtures a. Provide admixtures certified by manufacturer to be compatible with other ad- mixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. b. Do not use calcium chloride or admixtures containing calcium chloride. c. Water-Reducing Admixture 1) ASTM C494, Type A d. Retarding Admixture 1) ASTM C494, Type B e. Water-Reducing and Retarding Admixture 1) ASTM C494, Type D f. High-Range, Water-Reducing Admixture 1) ASTM C494, Type F g. High-Range, Water-Reducing and Retarding Admixture 1) ASTM 0494, Type G h. Plasticizing and Retarding Admixture 1) ASTM CIO 17, Type II K. Waterstops 1. Self-Expanding Butyl Strip Waterstops a. Manufactured rectangular or trapezoidal strip,butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, '/4- inch x 1-inch. b. Available Products 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 2) Concrete Sealants Inc.; Conseal CS-231 3) Greenstreak; Swellstop 4) Henry Company, Sealants Division; Hydro-Flex 5) JP Specialties,Inc.; Earthshield Type 20 6) Progress Unlimited, Inc.; Superstop 7) TCMiraDRI; Mirastop L. Curing Materials 1. Absorptive Cover a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 ounces/square yard when dry 2. Moisture-Retaining Cover a. ASTM C 171,polyethylene film or white burlap-polyethylene sheet 3. Water a. Potable 4. Clear, Waterborne,Membrane-Forming Curing Compound a. ASTM C309, Type 1, Class B, dissipating b. Available Products 1) Anti-Hydro International,Inc.;AH Curing Compound#2 DR WB 2) Burke by Edoco; Aqua Resin Cure 3) ChemMasters; Safe-Cure Clear CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-9 CAST-IN-PLACE CONCRETE Page 9 of 25 4) Conspec Marketing&Manufacturing Co., Inc., a Dayton Superior Company; W.B. Resin Cure 5) Dayton Superior Corporation;Day Chem Rez Cure (J-11-W) 6) Euclid Chemical Company(The);Kurez DR VOX 7) Kaufman Products, Inc.; Thinfilm 420 8) Lambert Corporation; Aqua Kure-Clear 9) L&M Construction Chemicals, Inc.; L&M Cure R 10) Meadows, W. R., Inc.; 1100 Clear 11)Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 13) Tamms Industries, Inc.; Horncure WB 30 14) Unitex;Hydro Cure 309 15) US Mix Products Company; US Spec Maxcure Resin Clear 16) Vexcon Chemicals,Inc.; Certi-Vex Enviocure 100 M. Related Materials 1. Bonding Agent a. ASTM C1059,Type 11, non-redispersible, acrylic emulsion or styrene butadiene 2. Epoxy Bonding Adhesive a. ASTM C881, 2-component epoxy resin,capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: 1) Types I and 11, non-load bearing 2) IV and V, load bearing, for bonding 3) Hardened or freshly mixed concrete to hardened concrete 3. Reglets a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris. 4. Sleeves and Blockouts a. Formed with galvanized metal, galvanized pipe,polyvinyl chloride pipe, fiber tubes or wood 5. Nails, Spikes,Lag Bolts, Through Bolts,Anchorages a. Sized as required b. Shall be of strength and character to maintain formwork in place while placing concrete N. Repair Materials 1. Repair Underlayment a. Cement-based,polymer-modified, self-leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219 c. Primer CITY OF FORT WORTH Lehow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-10 CAST-IN-PLACE CONCRETE Page 10 of 25 1) Product of underlayment manufacturer recommended for substrate, condi- tions, and application d. Aggregate 1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer e. Compressive Strength 1) Not less than 4100 psi at 28 days when tested according to ASTM C 109/C 109M 2. Repair Overlayment a. Cement-based,polymer-modified, self-leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219 c. Primer 1) Product of topping manufacturer recommended for substrate, conditions, and application d. Aggregate 1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- ed by topping manufacturer e. Compressive Strength 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 O. Concrete Mixtures, General 1. Prepare design mixtures for each type and strength of concrete,proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. a. Required average strength above specified strength 1) Based on a record of past performance a) Determination of required average strength above specified strength shall be based on the standard deviation record of the results of at least 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 by the larger amount defined by formulas 5-1 and 5-2. 2) Based on laboratory trial mixtures a) Proportions shall be selected on the basis of laboratory trial batches prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an average strength greater than the specified strength f by the amount defined in table 5.3.2.2. 3) Proportions of ingredients for concrete mixes shall be determined by an in- dependent testing laboratory or qualified concrete supplier. 4) For each proposed mixture, at least 3 compressive test cylinders shall be made and tested for strength at the specified age. a) Additional cylinders may be made for testing for information at earlier ages. 2. Cementitious Materials a. Limit percentage,by weight, of cementitious materials other than portland ce- ment in concrete as follows, unless specified otherwise: 1) Fly Ash: 25 percent CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-11 CAST-IN-PLACE CONCRETE Page 11 of 25 2) Combined Fly Ash and Pozzolan: 25 percent 3) Ground Granulated Blast-Furnace Slag: 50 percent 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace Slag: 50 percent 5) Portland cement minimum,with fly ash or pozzolan not exceeding 25 per- cent 6) Silica Fume: 10 percent 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- cent 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent 3. Limit water-soluble, chloride-ion content in hardened concrete to: a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides (typical) b. 0.15 percent by weight if concrete will be exposed to chlorides c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be continually dry and protected. 4. Admixtures a. Use admixtures according to manufacturer's written instructions. b. Do not use admixtures which have not been incorporated and tested in accepted mixes. c. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability. d. Use water-reducing and retarding admixture when required by high temperatures, low humidity or other adverse placement conditions. e. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. f. Use corrosion-inhibiting admixture in concrete mixtures where indicated. P. Concrete Mixtures 1. Refer to TxDOT"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" for: a. Culverts b. Headwalls c. Wingwalls 2. Proportion normal-weight concrete mixture as follows: a. Minimum Compressive Strength: 3,000 psi at 28 days b. Maximum Water-Cementitious Materials Ratio: 0.50 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch d. Air Content: 6 percent,plus or minus 1.5 percent at point of delivery for 3/4- inch nominal maximum aggregate size Q. Fabricating Reinforcement CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 03 30 00-12 CAST-IN-PLACE CONCRETE Page 12 of 25 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." R. Fabrication of Embedded Metal Assemblies 1. Fabricate metal assemblies in the shop.Holes shall be made by drilling or punching. Holes shall not be made by or enlarged by burning. Welding shall be in accordance with AWS D1.1. 2. Metal assemblies exposed to earth,weather or moisture shall be hot dip galvanized. All other metal assemblies shall be either hot dip galvanized or painted with an epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound installed in accordance with the manufacturer's instructions. Repair painted assemblies after welding with same type of paint. S. Concrete Mixing 1. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94, and furnish batch ticket information. a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 2. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type batch machine mixer. a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 seconds for each additional 1 cubic yard. c. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type,mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Formwork 1. Design,erect, shore, brace,and maintain formwork, according to ACI 301,to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-13 CAST-IN-PLACE CONCRETE Page 13 of 25 2. Construct formwork so concrete members and structures are of size,shape, alignment,elevation,and position indicated, within tolerance limits of ACI 117. a. Vertical alignment 1) Lines, surfaces and arises less than 100 feet in height- 1 inch. 2) Outside corner of exposed corner columns and control joints in concrete exposed to view less than 100 feet in height- 1/2 inch. 3) Lines, surfaces and arises greater than 100 feet in height- 1/1000 times the height but not more than 6 inches. 4) Outside corner of exposed corner columns and control joints in concrete exposed to view greater than 100 feet in height- 1/2000 times the height but not more than 3 inches. b. Lateral alignment 1) Members- I inch. 2) Centerline of openings 12 inches or smaller and edge location of larger openings in slabs- 1/2 inch. 3) Sawcuts,joints, and weakened plane embedments in slabs-3/4 inch. c. Level alignment 1) Elevation of slabs-on-grade-3/4 inch. 2) Elevation of top surfaces of formed slabs before removal of shores- 3/4 inch. 3) Elevation of formed surfaces before removal of shores-3/4 inch. d. Cross-sectional dimensions: Overall dimensions of beams,joists,and columns and thickness of walls and slabs. 1) 12 inch dimension or less-plus 1/2 inch to minus 1/4 inch. 2) Greater than 12 inch to 3 foot dimension-plus 1/2 inch to minus 3/8 inch. 3) Greater than 3 foot dimension-plus 1 inch to minus 3/4 inch. e. Relative alignment 1) Stairs a) Difference in height between adjacent risers- 1/8 inch. b) Difference in width between adjacent treads- 1/4 inch. c) Maximum difference in height between risers in a flight of stairs-3/8 inch. d) Maximum difference in width between treads in a flight of stairs-3/8 inch. 2) Grooves a) Specified width 2 inches or less- 1/8 inch. b) Specified width between 2 inches and 12 inches- 1/4 inch. 3) Vertical alignment of outside corner of exposed corner columns and control joint grooves in concrete exposed to view- 1/4 inch in 10 feet. 4) All other conditions-3/8 inch in 10 feet. 3. Limit concrete surface irregularities,designated by ACI 347R as abrupt or gradual, as follows: a. Class 13, 1/4 inch for smooth-formed finished surfaces. b. Class C, 1/2 inch for rough-formed finished surfaces. 4. Construct forms tight enough to prevent loss of concrete mortar. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-14 CAST-IN-PLACE CONCRETE Page 14 of 25 5. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. a. Install keyways,reglets,recesses,and the like,for easy removal. b. Do not use rust-stained steel form-facing material. 6. Set edge forms,bulkheads,and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds. 7. Construct formwork to cambers shown or specified on the Drawings to allow for structural deflection of the hardened concrete. Provide additional elevation or camber in formwork as required for anticipated formwork deflections due to weight and pressures of concrete and construction loads. 8. Foundation Elements: Form the sides of all below grade portions of beams,pier caps,walls, and columns straight and to the lines and grades specified. Do no earth form foundation elements unless specifically indicated on the Drawings. 9. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. 10. Chamfer exterior corners and edges of permanently exposed concrete. 11. Form openings,chases,offsets, sinkages,keyways,reglets,blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. 12. Clean forms and adjacent surfaces to receive concrete. Remove chips,wood, sawdust,dirt,and other debris just before placing concrete. 13. Retighten forms and bracing before placing concrete, as required,to prevent mortar leaks and maintain proper alignment. 14. Coat contact surfaces of forms with form-release agent,according to manufacturer's written instructions, before placing reinforcement,anchoring devices,and embedded items. a. Do not apply form release agent where concrete surfaces are scheduled to receive subsequent fmishes which may be affected by agent. Soak contact surfaces of untreated forms with clean water. Keep surfaces wet prior to placing concrete. B. Embedded Items 1. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings,templates,diagrams, instructions, and directions furnished with items to be embedded. a. Install anchor rods,accurately located,to elevations required and complying with tolerances in AISC 303, Section 7.5. 1) Spacing within a bolt group: 1/8 inch 2) Location of bolt group(center): %inch 3) Rotation of bolt group: 5 degrees CITY OF FORT WORTH Lebow Charnel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-15 CAST-IN-PLACE CONCRETE Page 15 of 25 4) Angle off vertical: 5 degrees 5) Bolt projection: t 3/8 inch b. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles,and other conditions. C. Removing and Reusing Forms 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design compressive strength. 2. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form-removal operations and curing and protection operations are maintained. a. Leave formwork for beam soffits,joists, slabs,and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength. b. Do not remove formwork supporting conventionally reinforced concrete until concrete has attained 70 percent of its specified 28 day compressive strength as established by tests of field cured cylinders. In the absence of cylinder tests, supporting formwork shall remain in place until the concrete has cured at a temperature of at least 50 degrees Fahrenheit for the minimum cumulative time periods given in ACI 347, Section 3.7.2.3. Add the period of time when the surrounding air temperature is below 50 degrees Fahrenheit,to the minimum listed time period. Formwork for 2-way conventionally reinforced slabs shall remain in place for at least the minimum cumulative time periods specified for 1-way slabs of the same maximum span. c. Immediately reshore 2-way conventionally reinforced slabs after formwork removal. Reshores shall remain until the concrete has attained the specified 28 day compressive strength. d. Minimum cumulative curing times may be reduced by the use of high-early strength cement or forming systems which allow form removal without disturbing shores, but only after the Contractor has demonstrated to the satisfaction of the Engineer that the early removal of forms will not cause excessive sag, distortion or damage to the concrete elements. e. Completely remove wood forms. Provide temporary openings if required. f. Provide adequate methods of curing and thermal protection of exposed concrete if forms are removed prior to completion of specified curing time. g. Reshore areas required to support construction loads in excess of 20 pounds per square foot to properly distribute construction loading. Construction loads up to the rated live load capacity may be placed on unshored construction provided the concrete has attained the specified 28 day compressive strength. h. Obtaining concrete compressive strength tests for the purposes of form removal is the responsibility of the Contractor. i. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 03 30 00-16 CAST-IN-PLACE CONCRETE Page 16 of 25 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material will not be acceptable for exposed surfaces. Apply new form-release agent. 4. When forms are reused, clean surfaces,remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Engineer. D. Shores and Reshores 1. The Contractor is solely responsible for proper shoring and reshoring. 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring. a. Do not remove shoring or reshoring until measurement of slab tolerances is complete. 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection. E. Steel Reinforcement 1. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. 3. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. a. Weld reinforcing bars according to AWS DIA,where indicated. Only steel conforming to ASTM A706 may be welded. 4. Installation tolerances a. Top and bottom bars in slabs, girders, beams and joists: 1) Members 8 inches deep or less:f3/8 inch 2) Members more than 8 inches deep:f1/2 inch b. Concrete Cover to Formed or Finished Surfaces: f3/8 inches for members 8 inches deep or less;f1/2 inches for members over 8 inches deep, except that tolerance for cover shall not exceed 1/3 of the specified cover. 5. Concrete Cover a. Reinforcing in structural elements deposited against the ground: 3 inches b. Reinforcing in formed beams, columns and girders: 1-1/2 inches c. Grade beams and exterior face of formed walls and columns exposed to weather or in contact with the ground: 2 inches d. Interior faces of walls: I inches e. Slabs: 3/4 inches 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply with ACI 318 for minimum lap of spliced bars where not specified on the documents. Do not lap splice no. 14 and 18 bars. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 03 30 00-17 CAST-IN-PLACE CONCRETE Page 17 of 25 7. Field Welding of Embedded Metal Assemblies a. Remove all paint and galvanizing in areas to receive field welds. b. Field Prepare all areas where paint or galvanizing has been removed with the specified paint or cold galvanizing compound,respectively. F. Joints 1. General: Construct joints true to line with faces perpendicular to surface plane of concrete. 2. Construction Joints: Install so strength and appearance of concrete are not impaired,at locations indicated or as approved by Engineer. a. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. c. Locate joints for beams,slabs,joists,and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection. d. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. e. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls,near comers,and in concealed locations where possible. f. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete bonding to 1 side of joint. G. Waterstops 1. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. Supportand protect exposed waterstops during progress of the Work. Field fabricate joints in waterstops according to manufacturer's written instructions. 2. Self-Expanding Strip Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions, adhesive bonding,mechanically fastening, and firmly pressing into place. Install in longest lengths practicable. H. Adhesive Anchors 1. Comply with the manufacturer's installation instructions on the hole diameter and depth required to fully develop the tensile strength of the adhesive anchor or reinforcing bar. 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all loose material from the hole,prior to installing adhesive material. I. Concrete Placement 1. Before placing concrete,verify that installation of formwork,reinforcement,and embedded items is complete and that required inspections have been performed. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-18 CAST-IN-PLACE CONCRETE Page 18 of 25 2. Do not add water to concrete during delivery,at Project site,or during placement unless approved by Engineer. 3. Before test sampling and placing concrete,water may be added at Project site, subject to limitations of ACI 301. a. Do not add water to concrete after adding high-range water-reducing admixtures to mixture. b. Do not exceed the maximum specified water/cement ratio for the mix. 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously,provide construction joints as indicated. Deposit concrete to avoid segregation. a. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures, 15 feet maximum and in a manner to avoid inclined construction joints. b. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. c. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. d. Do not permit concrete to drop freely any distance greater than 10 feet for concrete containing a high range water reducing admixture(superplasticizer)or 5 feet for other concrete.Provide chute or tremie to place concrete where longer drops are necessary.Do not place concrete into excavations with standing water.If place of deposit cannot be pumped dry,pour concrete through a tremie with its outlet near the bottom of the place of deposit. e. Discard pump priming grout and do not use in the structure. 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints,until placement of a panel or section is complete. a. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. b. Maintain reinforcement in position on chairs during concrete placement. c. Screed slab surfaces with a straightedge and strike off to correct elevations. d. Slope surfaces uniformly to drains where required. e. Begin initial floating using bull floats or darbies to form a uniform and open- textured surface plane,before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 6. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. a. When average high and low temperature is expected to fall below 40 degrees Fahrenheit for 3 successive days,maintain delivered concrete mixture temperature within the temperature range required by ACI 301. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-19 CAST-IN-PLACE CONCRETE Page 19 of 25 b. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. c. Do not use calcium chloride, salt,or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows: a. Maintain concrete temperature below 95 degrees Fahrenheit at time of placement. Chilled mixing water or chopped ice may be used to control temperature,provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. b. Fog-spray forms, steel reinforcement,and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. J. Finishing Formed Surfaces 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. a. Apply to concrete surfaces not exposed to public view. 2. Related Unformed Surfaces: At tops of walls,horizontal offsets,and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces,unless otherwise indicated. K. Miscellaneous Concrete Items 1. Filling In: Fill in holes and openings left in concrete structures,unless otherwise indicated,after work of other trades is in place. Mix,place,and cure concrete,as specified,to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel-troweling surfaces to a hard,dense finish with corners, intersections, and terminations slightly rounded. 3. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations,complying with diagrams or templates from manufacturer furnishing machines and equipment. a. Housekeeping pads:Normal weight concrete(3000 psi),reinforced with #3@16 inches on center set at middepth of pad.Trowel concrete to a dense, smooth finish. Set anchor bolts for securing mechanical or electrical equipment during pouring of concrete fill. 4. Protective slabs("Mud slabs"):Normal weight concrete(2500 psi minimum)with a minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. L. Concrete Protecting and Curing 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 for hot-weather protection during curing. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-20 CAST-IN-PLACE CONCRETE Page 20 of 25 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs,and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following methods: a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with the following materials: 1) Water 2) Continuous water-fog spray 3) Absorptive cover,water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete,placed in widest practicable width,with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than 7 days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings. 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. 3) Cure concrete surfaces to receive floor coverings with either a moisture- retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. c. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.5 REPAIR A. Concrete Surface Repairs 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. Remove and replace concrete that cannot be repaired and patched to Engineer's approval. 2. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. 3. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 03 30 00-21 CAST-IN-PLACE CONCRETE Page 21 of 25 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean,dampen with water, and brush-coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form-tie voids with patching mortar or cone plugs secured in place with bonding agent. b. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cement so that,when dry,patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than surrounding surface. c. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Engineer. 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. a. Repair finished surfaces containing defects. Surface defects include spalls,pop outs,honeycombs,rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. b. After concrete has cured at least 14 days, correct high areas by grinding. c. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. d. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4- inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. e. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. 5. Perform structural repairs of concrete, subject to Engineer's approval,using epoxy adhesive and patching mortar. 6. Repair materials and installation not specified above may be used, subject to Engineer's approval. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-22 CAST-IN-PLACE CONCRETE Page 22 of 25 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Testing and Inspecting: City will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Inspections 1. Steel reinforcement placement 2. Headed bolts and studs 3. Verification of use of required design mixture 4. Concrete placement, including conveying and depositing 5. Curing procedures and maintenance of curing temperature 6. Verification of concrete strength before removal of shores and forms from beams and slabs C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C172 according to the following requirements: 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each concrete mixture exceeding 5 cubic yard,but less than 25 cubic yard,plus 1 set for each additional 50 cubic yard or fraction thereof. 2. Slump: ASTM C143; 1 test at point of placement for each composite sample,but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231,pressure method, for normal-weight concrete; 1 test for each composite sample,but not less than 1 test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above,and 1 test for each composite sample. 5. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure 4 cylinders for each composite sample. 1) Do not transport field cast cylinders until they have cured for a minimum of 24 hours. 6. Compressive-Strength Tests: ASTM C39; a. Test 1 cylinder at 7 days. b. Test 2 cylinders at 28 days. c. Hold 1 cylinder for testing at 56 days as needed. 7. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, evaluate operations and provide corrective procedures for protecting and curing in-place concrete. 8. Strength of each concrete mixture will be satisfactory if every average of any 3 consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-23 CAST-IN-PLACE CONCRETE Page 23 of 25 9. Report test results in writing to Engineer,concrete manufacturer,and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number,date of concrete placement,name of concrete testing and inspecting agency, location of concrete batch in Work,design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7-and 28-day tests. 10. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump,air entrainment,compressive strengths,or other requirements have not been met,as directed by Engineer. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42 or by other methods as directed by Engineer. a. When the strength level of the concrete for any portion of the structure,as indicated by cylinder tests, falls below the specified requirements,provide improved curing conditions and/or adjustments to the mix design as required to obtain the required strength. If the average strength of the laboratory control cylinders falls so low as to be deemed unacceptable,follow the core test procedure set forth in ACI 301,Chapter 17. Locations of core tests shall be approved by the Engineer. Core sampling and testing shall be at Contractors expense. b. If the results of the core tests indicate that the strength of the structure is inadequate, any replacement,load testing,or strengthening as may be ordered by the Engineer shall be provided by the Contractor without cost to the City. 11. Additional testing and inspecting, at Contractor's expense,will be performed to determine compliance of replaced or additional work with specified requirements. 12. Correct deficiencies in the Work that test reports and inspections indicate does not comply with the Contract Documents. D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 hours of finishing. E. Concrete Finish Measurement and Tolerances 1. All floors are subject to measurement for flatness and levelness and comply with the following: a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with a 10 foot long straightedge.Apply straightedge to the slab at 3 foot intervals in both directions, lapping straightedge 3 feet on areas previously checked. Low spots shall not exceed the above dimension anywhere along the straightedge. Flatness shall be checked the next work day after finishing. b. Slabs shall be level within a tolerance of f 1/4 inch in 10 feet,not to exceed 3/4 inches total variation,anywhere on the floor, from elevations indicated on the Drawings.Levelness shall be checked on a 10 foot grid using a level after removal of forms. c. Measurement Standard: All floors are subject to measurement for flatness and levelness,according to ASTM E1155. 2. 2 Tiered Measurement Standard a. Each floor test section and the overall floor area shall conform to the 2-tiered measurement standard as specified herein. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 033000-24 CAST-IN-PLACE CONCRETE Page 24 of 25 1) Minimum Local Value: The minimum local FF/FL values represent the ab- solute minimum surface profile that will be acceptable for any 1 test sample (line of measurements)anywhere within the test area. 2) Specified Overall Value: The specified overall FF/FL values represent the minimum values acceptable for individual floor sections as well as the floor as a whole. 3. Floor Test Sections a. A floor test section is defined as the smaller of the following areas: 1) The area bounded by column and/or wall lines 2) The area bounded by construction and/or control joint lines 3) Any combination of column lines and/or control joint lines b. Test sample measurement lines within each test section shall be multidirectional along 2 orthogonal lines, as defined by ASTM E1155,at a spacing to be determined by the City's testing agency. c. The precise layout of each test section shall be determined by the City's testing agency. 4. Concrete Floor Finish Tolerance a. The following values apply before removal of shores.Levelness values(FL)do not apply to intentionally sloped or cambered areas,nor to slabs poured on metal deck or precast concrete. 1) Slabs Overall Value FF45/FL30 Minimum Local Value FF30/FL20 5. Floor Elevation Tolerance Envelope a. The acceptable tolerance envelope for absolute elevation of any point on the slab surface,with respect to the elevation shown on the Drawings, is as follows: 1) Slab-on-Grade Construction:f 3/4 inch 2) Top surfaces of formed slabs measured prior to removal of supporting shores:f 3/4 inch 3) Top surfaces of all other slabs:f 3/4 inch 4) Slabs specified to slope shall have a tolerance from the specified slope of 3/8 inch in 10 feet at any point,up to 3/4 inch from theoretical elevation at any point. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. Defective Work 1. Imperfect or damaged work or any material damaged or determined to be defective before final completion and acceptance of the entire job shall be satisfactorily re- placed at the Contractor's expense, and in conformity with all of the requirements of the Drawings and Specifications. 2. Perform removal and replacement of concrete work in such manner as not to impair the appearance or strength of the structure in any way. B. Cleaning CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 03 3000-25 CAST-IN-PLACE CONCRETE Page 25 of 25 1. Upon completion of the work remove from the site all forms, equipment,protective coverings and any rubbish resulting therefrom. 2. After sweeping floors,wash floors with clean water. 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble, 12/20/2012 D.Johnson chloride-ion content 3A.C.1 —Changed 75%to 70% 8/11/2017 ZPG Section 1.1.A.Lk—Added Concrete Drainage Drop Structure CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 311000-1 SITE CLEARING Page 1 of 5 SECTION 3110 00 SITE CLEARING PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Preparation of right-of-way and other designated areas for construction operations by removing and disposing of all obstructions including clearing and grubbing and trees,when removal of such obstructions is not specifically shown on the Drawings to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance governs all tree removals. B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.1.2.A.LC—Removal of railroad tie retaining wall included in clearing item. 2. Section 1.1.2.A.LC—Removal of existing fence included in clearing item. C. Related Specification Sections include but are not necessarily limited to 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 02 41 13—Selective Site Demolition 4. Section 02 41 14—Utility Removal/Abandonment 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Site Clearing a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for"Site Clearing". c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Removal and disposal of trees, structures and obstructions 3) Removal of railroad tie retaining wall 4) Removal of existing fence at 1609 Brennan Avenue as described in demolition plan located in project construction plans. 5) Backfilling of holes 6) Clean-up 2. Tree Removal a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each"Tree Removal" for: CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 31 1000-2 SITE CLEARING Page 2 of 5 a) Various caliper ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Removal and disposal of structures and obstructions 3) Grading and backfilling of holes 4) Excavation 5) Fertilization 6) Clean-up 3. Tree Removal and Transplantation a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each"Tree Transplant"for: a) Various caliper ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Removal and disposal of structures and obstructions 3) Moving tree with truck mounted tree spade 4) Grading and backfilling of holes 5) Replanting tree at temporary location(determined by Contractor) 6) Maintaining tree until Work is completed 7) Replanting tree into original or designated location 8) Excavation 9) Fertilization 10) Clean-up 1.3 REFERENCES [NOT USED] 1.4 ADMINSTRATIVE REQUIREMENTS A. Permits 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as required by the City's Tree Ordinance. (www.FortWorthTexas.gov) B. Preinstallation Meetings 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, City Inspector, and the Project Manager for the purpose of reviewing the Contractor's tree removal plan. Clearly mark all trees to remain on the project site prior to the meeting. 2. The Contractor will provide the City with a Disposal Letter in accordance to Division 01. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 31 1000-3 SITE CLEARING Page 3 of 5 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. All trees identified to be protected and/or preserved should be clearly flagged with survey tape. B. Following taping and prior to any removals or site clearing,the Contractor shall meet with the City,the Engineer and the Landowner, if necessary,to confirm trees to be saved. 3.4 INSTALLATION A. Protection of Trees 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 2. If the Drawings do not provide tree protection details,protected trees shall be fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with the corners located on the canopy drip line,unless instructed otherwise. 3. When site conditions do not allow for the T-posts to be installed at the drip line, the T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 '/2 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to form the enclosure. 4. Do not park equipment, service equipment, store materials,or disturb the root area under the branches of trees designated for preservation. 5. When shown on the Drawings,treat cuts on trees with an approved tree wound dressing within 20 minutes of making a pruning cut or otherwise causing damage to the tree. 6. Trees and brush shall be mulched on-site. a. Burning as a method of disposal is not allowed. B. Hazardous Materials 1. The Contractor will notify the Engineer immediately if any hazardous or questionable materials not shown on the Drawings are encountered. This includes; but not limited to: a. Floor tiles b. Roof tiles c. Shingles CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 31 1000-4 SITE CLEARING Page 4 of 5 d. Siding e. Utility piping 2. The testing,removal,and disposal of hazardous materials will be in accordance with Division 1. C. Site Clearing I. Clear areas shown on the Drawings of all obstructions,except those landscape features that are to be preserved. Such obstructions include,but are not limited to: a. Remains of buildings and other structures b. Foundations c. Floor slabs d. Concrete e. Brick f. Lumber g. Plaster h. Septic tank drain fields i. Abandoned utility pipes or conduits j. Equipment k. Trees 1. Fences m. Retaining walls n. Other items as specified on the Drawings 2. Remove vegetation and other landscape features not designated for preservation, whether above or below ground, including,but not limited to: a. Curb and gutter b. Driveways c. Paved parking areas d. Miscellaneous stone e. Sidewalks f. Drainage structures g. Manholes h. Inlets i. Abandoned railroad tracks j. Scrap iron k. Other debris 3. Remove culverts, storm sewers,manholes,and inlets in proper sequence to maintain traffic and drainage in accordance with Section 02 41 14. 4. In areas receiving embankment,remove obstructions not designated for preservation to 2 feet below natural ground. 5. In areas to be excavated,remove obstructions to 2 feet below the excavation level. 6. In all other areas,remove obstructions to 1 foot below natural ground. 7. When allowed by the Drawings or directed by the Engineer,cut trees and stumps off to ground level. a. Removal of existing structures shall be as per Section 02 41 13. D. Disposal 1. Dispose of all trees within 24 hours of removal. 2. All materials and debris removed becomes the property of the Contractor,unless otherwise stated on the Drawings. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 311000-5 SITE CLEARING Page 5 of 5 3. The Contractor will dispose of material and debris off-site in accordance with local, state,and federal laws and regulations. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.A Permits: Removed ordinance number and added City's website address Section 1.1.2.A.1.0—Removal of railroad tie retaining wall 8/11/2017 ZPG included in clearing item. Section 1.2.A.2 and 1.2.A.3 - Removed CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 312316-1 UNCLASSIFIED EXCAVATION Page I of 4 SECTION 3123 16 UNCLASSIFIED EXCAVATION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavate areas as shown on the Drawings or as directed. Removal of materials encountered to the lines,grades,and typical sections shown on the Drawings and removal from site. Excavations may include construction of a. Roadways b. Drainage Channels c. Site Excavation d. Excavation for Structures e. Or any other operation involving the excavation of on-site materials B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.2.13-Removed C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3124 00—Embankments 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Excavation by Plan Quantity a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement are shown on the Drawings. 2) When measured by the cubic yard in its final position,this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal,unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per cubic yard of"Unclassified Excavation by Plan". No additional compensation will be allowed for rock or shrinkage/swell factors,as these are the Contractor's responsibility. c. The price bid shall include: 1) Excavation 2) Excavation Safety 3) Drying 4) Dust Control CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 3123 16-2 UNCLASSIFIED EXCAVATION Page 2 of 4 5) Reworking or replacing the over excavated material in rock cuts 6) Hauling 7) Disposal of excess material not used elsewhere onsite 8) Scarification 9) Clean-up 1.3 REFERENCES [NOT USED] A. Definitions 1. Unclassified Excavation—Without regard to materials, all excavations shall be considered unclassified and shall include all materials excavated. Any reference to Rock or other materials on the Drawings or in the specifications is solely for the City and the Contractor's information and is not to be taken as a classification of the excavation. 1.4 ADMINSTRATIVE REQUIREMENTS A. The Contractor will provide the City with a Disposal Letter in accordance to Division 01. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Excavation Safety 1. The Contractor shall be solely responsible for making all excavations in a safe manner. 2. All excavation and related sheeting and bracing shall comply with the requirements of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 1.10 DELIVERY,STORAGE,AND HANDLING A. Storage 1. Within Existing Rights-of-Way(ROW) a. Soil may be stored within existing ROW,easements or temporary construction easements,unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 3125 00. d. When the Work is performed in active traffic areas,store materials only in areas barricaded as provided in the traffic control plans. e. In non-paved areas,do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage of spoils within the ROW, easement or temporary construction easement,then secure and maintain an adequate storage location. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 4 b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. 1.11 FIELD CONDITIONS A. Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is made available for the convenience of the Contractor. 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] 2.1 OWNER-FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Materials 1. Unacceptable Fill Material a. In-situ soils classified as ML, MH,PT,OL or OH in accordance with ASTM D2487 PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CONSTRUCTION A. Accept ownership of unsuitable or excess material and dispose of material off-site accordance with local, state,and federal regulations at locations. B. Excavations shall be performed in the dry, and kept free from water, snow and ice during construction with eh exception of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials,remove from the Site and properly dispose according to disposal plan. D. Maintain drainage in the excavated area to avoid damage to the roadway sections and proposed or existing structures. E. Correct any damage to the subgrade caused by weather,at no additional cost to the City. F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 3123 16-4 UNCLASSIFIED EXCAVATION Page 4 of 4 G. Rock Cuts 1. Excavate to finish grades. 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings,use approved embankment material compacted in accordance with Section 31 24 00 to replace the over excavated at no additional cost to City. H. Earth Cuts 1. Excavate to finish subgrade 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings, use approved embankment material compacted in accordance with Section 3124 00 to replace the over excavated at no additional cost to City. 3. Manipulate and compact subgrade in accordance with Section 3124 00. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Subgrade Tolerances 1. Excavate to within 0.1 foot in all directions. 2. In areas of over excavation,Contractor provides fill material approved by the City at no expense to the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 8/11/2017 1 ZPG Section 1.2.13-Removed CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312323-1 BORROW Page l of 5 SECTION 3123 23 BORROW PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish,place and compact Borrow material for grading. B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.2.A.2 and 1.2.A.3 - Removed C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 31 23 16—Unclassified Excavation 4. Section 31 24 00—Embankments 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Borrow by Plan Quantity a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement are shown on the Drawings. 2) When measured by the cubic yard in its final position,this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal,unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per cubic yard of"Borrow by Plan'for the various borrow materials. No additional compensation will be allowed for rock or shrinkage/swell factors, as these are the Contractor's responsibility. c. The price bid shall include: 1) Transporting or hauling material 2) Furnishing, placing,compacting and finishing Borrow 3) Construction Water 4) Dust Control 5) Clean-up 6) Proof Rolling 7) Disposal of excess or waste material 8) Reworking or replacement of undercut material CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312323-2 BORROW Page 2 of 5 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. ASTM Standards a. ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes(Unified Soil Classification System) b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils c. ASTM D6913, Standard Test Methods for Particle-Size Distribution (Gradation)of Soils Using Sieve Analysis d. ASTM D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort(12,400 ft-lbf/ft) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to construction. C. Submit laboratory tests reports for each soil borrow source used to supply general borrow and select fill materials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Stockpiled Borrow material a. Provide a description of the storage of the delivered Borrow material only if the Contract Documents do not allow storage of materials in the right-of-way of the easement. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Borrow material shall be tested prior to delivery to the Site. 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material from each source. a. All testing listed above shall be performed in terms of ASTM D698,ASTM D6913 and ASTM D4318-10 respectively. 1.10 DELIVERY,STORAGE,AND HANDLING A. Delivery 1. Coordinate all deliveries and haul-off. B. Storage 1. Within Existing Rights-of-Way(ROW) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,20I3 City Project No.00778 312323-3 BORROW Page 3 of 5 a. Borrow materials may be stored within existing ROW,easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 3125 00. d. Store materials only in areas barricaded as provided in the traffic control plans. e. In non-paved areas, do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage of Borrow materials within the ROW,easement or temporary construction easement,then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. e. Only materials used for 1 working day will be allowed to be stored in the work zone. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Borrow 1. Additional soil beneath pavements, roadways, foundations and other structures required to achieve the elevations shown on the Drawings. 2. Acceptable Fill Material a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 3. Blended Fill Material a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in-situ or imported Acceptable Fill material to meet the requirements of an Acceptable Fill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 4. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 5. Cement Stabilized Sand(CSS) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312323-4 BORROW Page 4 of 5 a. Sand or silty sand b. Free of clay or plastic material c. Minimum of 4 percent cement content of Type UII portland cement d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM D 1633,Method A e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM D 1633,Method A f. Mix in a stationary pug mill,weigh-batch or continuous mixing plant 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. All Borrow placement shall be performed in accordance to Section 3124 00. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field quality control will be performed in accordance to Section 3124 00. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312323-5 BORROW Page 5 of 5 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 8/11/2017 ZPG Section 1.2.A.2 and 1.2.A.3 -Removed CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 City Project No.00778 312400-1 EMBANKMENTS Page l of 9 SECTION 3124 00 EMBANKMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Transporting and placement of Acceptable Fill Material within the boundaries of the Site for construction of: a. Roadways b. Embankments c. Drainage Channels d. Site Grading e. Any other operation involving the placement of on-site materials B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.2.A.2 -Removed C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3123 16—Unclassified Excavation 4. Section 3123 23 - Borrow 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Embankments by Plan Quantity a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement are shown on the Drawings. 2) When measured by the cubic yard in its final position,this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per cubic yard of"Embankment by Plan". No additional compensation will be allowed for rock or shrinkage/swell factors, as these are the Contractor's responsibility. c. The price bid shall include: 1) Transporting or hauling material 2) Placing,compacting, and finishing Embankment 3) Construction Water 4) Dust Control CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-2 EMBANKMENTS Page 2 of 9 5) Clean-up 6) Proof Rolling 7) Disposal of excess materials 8) Reworking or replacement of undercut material 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification,unless a date is specifically cited. 2. ASTM Standards a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, and Plasticity Index of Soils b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the Wax Method c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit Weight and Water Content Range for Effective Compaction of Granular Soils Using a Vibrating Hammer f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In-Place by the Sand Cone Method 1.4 ADMINSTRATIVE REQUIREMENTS A. Sequencing 1. Sequence work such that calls of proctors are complete in accordance with ASTM D698 prior to commencement of construction activities. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to construction 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Shop Drawings 1. Stockpiled material a. Provide a description of the storage of the excavated material only if the Contract Documents do not allow storage of materials in the right-of-way or the easement CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,20I3 Project City No.00778 312400-3 EMBANKMENTS Page 3 of 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING A. Storage 1. Within Existing Rights-of-Way(ROW) a. Soil may be stored within existing ROW, easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 31 25 00. d. When the Work is performed in active traffic areas, store materials only in areas barricaded as provided in the traffic control plans. e. In non-paved areas, do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage within the ROW,easement or temporary construction easement,then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 31 25 00. d. Do not block drainage ways. 1.11 FIELD CONDITIONS A. Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is made available for the convenience of the Contractor. 1.12 WARRANTY [NOT USED] PART2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Materials 1. Acceptable Fill Material a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials,boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-4 EMBANKMENTS Page 4 of 9 2. Blended Fill Material a. In-situ soils classified as GW, GP, GM, SW, SP,or SM in accordance with ASTM D2487 b. Blended with in-situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 3. Unacceptable Fill Material a. In-situ soils classified as ML,MH, PT,OL or OH in accordance with ASTM D2487 4. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limitless than 35 c. Plasticity index between 8 and 20 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Protection of In-Place Conditions 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost 2. Trees a. When operating outside of existing ROW, stake permanent and temporary construction easements. b. Restrict all construction activities to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00. d. Conduct embankments in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipment specifically designed for tree pruning or trimming. 3. Above ground Structures a. Protect all above ground structures adjacent to the construction. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,20I3 Project City No.00778 312400-5 EMBANKMENTS Page 5 of 9 4. Traffic a. Maintain existing traffic,except as modified by the traffic control plan,and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan 3.4 INSTALLATION A. Embankments General 1. Placing and Compacting Embankment Material a. Perform fill operation in an orderly and systematic manner using equipment in proper sequence to meet the compaction requirements b. Scarify and loosen the unpaved surface areas, except rock,to a depth of at least 6 inches,unless otherwise shown on the Drawings c. Place fill on surfaces free from trees, stumps,roots,vegetation, or other deleterious materials d. Bench slopes before placing material. e. Begin filling in the lowest section or the toe of the work area f. When fill is placed directly or upon older fill,remove debris and any loose material and proof roll existing surface. g. After spreading the loose lifts to the required thickness and adjusting its moisture content as necessary, simultaneously recompact scarified material with the placed embankment material. h. Roll with sufficient number passes to achieve the minimum required compaction. i. Provide water sprinkled as necessary to achieve required moisture levels for specified compaction j. Do not add additional lifts until the entire previous lift is properly compacted. 2. Surface Water Control a. Grade surface horizontally but provide with sufficient longitudinal and transverse slope to allow for runoff of surface water from every point. b. Conduct fills so that no obstruction to drainage from any other sections of fill is created. c. Install temporary dewatering sumps in low areas during filling where excess amounts of runoff collect. d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and free from humps and hollows that would prevent proper uniform compaction. e. Do not place fill during or shortly after rain events which prevent proper work placement of the material and compaction f. Prior to resuming compaction operations,remove muddy material off the surface to expose firm and compacted materials B. Embankments for Roads 1. Only Acceptable Fill Material will be allowed for roadways 2. Embankments for roadbeds shall be constructed in layers approximately parallel to the finished grade of the street 3. Construct generally to conform to the cross section of the subgrade section as shown in the Drawings. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-6 EMBANKMENTS Page 6 of 9 4. Establish grade and shape to the typical sections shown on the Drawings 5. Maintain finished sections of embankment to the grade and compaction requirements until the project is accepted. C. Earth Embankments 1. Earth embankment is mainly composed of material other than rock.Construct embankments in successive layers,evenly distributing materials in lengths suited for sprinkling and rolling. 2. Rock or Concrete a. Obtain approval from the City prior to incorporating rock and broken concrete produced by the construction project in the lower layers of the embankment. b. No Rock or Concrete will be permitted in embankments in any location where future utilities are anticipated. c. When the size of approved rock or broken concrete exceeds the layer thickness place the rock and concrete outside the limits of the proposed structure or pavement. Cut and remove all exposed reinforcing steel from the broken concrete. 3. Move the material dumped in piles or windrows by blading or by similar methods and incorporate it into uniform layers. 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to ensure there are no abrupt changes in the material. 5. Break down clods or lumps of material and mix embankment until a uniform material is attained. D. Rock Embankments 1. Rock embankment is mainly composed of rock. 2. Rock Embankments for roadways are only allowed when specifically designated on the Drawings. 3. Construct rock embankments in successive layers for the full width of the roadway cross-section with a depth of 18-inches or less. 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any case. Fill voids created by the large stone matrix with smaller stones during the ,placement and filling operations. 5. Ensure the depth of the embankment layer is greater than the maximum dimension of any rock. 6. Do not place rock greater than 18-inches in its maximum dimension. 7. Construct the final layer with graded material so that the density and uniformity is in accordance compaction requirements. 8. The upper or final layer of rock embankments shall contain no material larger than 4 inches in their maximum dimension. E. Density 1. Compact each layer until the maximum dry density as determined by ASTM D698 is achieved. a. Not Under Roadway or Structure: 1) areas to be compacted in the open,not beneath any structure,pavement, flatwork,or is a minimum of lfoot outside of the edge of any structure, edge of pavement,or back of curb. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-7 EMBANKMENTS Page 7 of 9 a) Compact each layer to a minimum of 90 percent Standard Proctor Density. b. Embankments under future paving: 1) Compact each layer to a minimum of 95 percent standard proctor density with a moisture content not to exceed+4 percent or-2 percent of optimum moisture or as indicated on the Drawings c. Embankments under structures: 1) Compacted each layer as indicated on the Drawings F. Maintenance of Moisture and Reworking 1. Maintain the density and moisture content once all requirements are met. 2. For soils with a PI greater than 15,maintain the moisture content no lower than 4 percentage points below optimum. 3. Rework the material to obtain the specified compaction when the material loses the required stability,density,moisture, or finish. 4. Alter the compaction methods and procedures on subsequent work to obtain specified density as directed by the City. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUAILITY CONTROL A. Field Tests and Inspections 1. Proctors a. The City will perform Proctors in accordance with ASTM D698. b. Test results will generally be available to within 4 calendar days and distributed to: 1) Contractor 2) City Project Manager 3) City Inspector 4) Engineer c. Notify the City if the characteristic of the soil changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City e. Embankments where different soil types are present and are blended,the proctors shall be based on the mixture of those soils. 2. Proof Rolling a. Embankments under Future Pavement 1) City Project Representative must be on-site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single-axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 4) Offset each trip by at most 1 tire width. 5) If an unstable or non-uniform area is found,correct the area. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-8 EMBANKMENTS Page 8 of 9 6) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non-uniform 7) If a non-uniform area is found then correct the area. b. Embankments Not Under Future Paving 1) No Proof Rolling is required. 3. Density Testing of Embankments a. Density Test shall be in conformance with ASTM D2922. b. For Embankments under future pavement: I) The City will perform density testing twice per working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests,but the number of test shall be appropriate for the area being compacted. 3) Testing shall be representative of the current lift being compacted. 4) Special attention should be placed on edge conditions. c. For Embankments not under future pavement or structures: 1) The City will perform density testing once working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests. 3) Testing shall be representative of the current lift being compacted. d. Make the area where the embankment is being placed available for testing. e. The City will determine the location of the test. f. The City testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. g. A formal report will be posted to the City's Buzzsaw site within 48 hours. h. Test reports shall include: I) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density 6) Proctor identifier 7) Percent Proctor Density B. Non-Conforming Work 1. All non-conforming work shall be removed and replaced. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 312400-9 EMBANKMENTS Page 9 of 9 Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 8/11/2017 ZPG Section 1.2.A.2-Removed CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised January 28,2013 Project City No.00778 3232 13-1 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 1 of 6 SECTION 32 32 13 CAST-IN-PLACE CONCRETE RETAINING WALLS PART1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Construction of cast-in-place concrete retaining wall(5 foot maximum height)of the size and shape detailed on the Drawings and at the location shown on the Drawings. 2. Construction of TxDOT standard cast-in-place, spread foot concrete retaining wall of the size and shape detailed on the Drawings and at the location shown on the Drawings. B. Deviations from this City of Fort Worth Standard Specification 1. Modified 1.1.A.1 description C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 03 30 00-Cast-in-Place Concrete 4. Section 3123 16—Unclassified Excavation 5. Section 3123 23 -Borrow 6. Section 31 24 00-Embankments 7. Section 32 13 20-Concrete Sidewalks,Driveways and Barrier Free Ramps 8. Section 33 46 00- Subdrainage 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Retaining Wall with Sidewalk,Face a. Measurement 1) Measurement for this Item shall be by the square foot of the front surface of the wall. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square foot of Retaining Wall Face constructed. c. The price bid shall include: 1) Excavation in back of Retaining Walls 2) Furnishing and placing footings 3) Leveling pads and copings 4) Furnishing,placing, and compacting backfill(except in embankment areas) 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, filter material and drain pipe,joint material,water stop,and filter fabric when required 6) Fabricating,curing,and finishing wall including special coatings when specified CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 3232 13-2 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 2 of 6 7) Sidewalk adjacent to Retaining Wall per Section 32 13 20 2. Concrete Retaining Wall with Sidewalk, Sidewalk a. Measurement 1) Measurement for this Item shall be by the square foot of completed and accepted Concrete Sidewalk in its final position. Measurement shall be taken from face of wall to edge of concrete sidewalk. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square foot of Concrete Retaining Wall with Sidewalk, Sidewalk installed. c. The price bid shall include: 1) Excavating and preparing the subgrade 2) Furnishing and placing all materials 3. TxDOT Standard—Spread Footing Walls a. Measurement 1) Measurement for this Item shall be by the square foot of the front surface of the wall.Unless otherwise shown on the Drawings, measure area from finished ground line on the face of the exterior wall to the top of the wall including any coping required(not including railing). b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square foot of Spread Footing Wall constructed. c. The price bid shall include: 1) Excavation in back of Retaining Walls 2) Furnishing and placing footings 3) Leveling pads and copings 4) Furnishing,placing,and compacting backfill(except in embankment areas) 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, filter material and drain pipe,joint material,water stop,and filter fabric when required 6) Fabricating,curing,and finishing wall including special coatings when specified 1.3 REFERENCES A. Definitions 1. Permanent Wall-Retaining wall with a design service life of 75 years. All walls are presumed to be permanent walls unless otherwise specified in the Drawings. B. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 1. ASTM International(ASTM): a. D4491, Standard Test Methods for Water Permeability of Geotextiles by Permittivity b. D4533, Standard Test Method for Trapezoid Tearing Strength of Geotextiles c. D4632, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 3232 13-3 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 3 of 6 d. D4751, Standard Test Method for Determining Apparent Opening Size of a Geotextile 2. Texas Department of Transportation(TXDOT), Standard Specifications for Construction and Maintenance of Highways and Bridges: a. 110, Excavation b. 132,Embankment c. 400,Excavation and Backfill for Structures d. 420,Concrete Structures e. 421,Hydraulic Cement Concrete f. 423,Retaining Walls g. 440,Reinforcing Steel h. 445,Galvanizing i. 458,Waterproofing Membranes for Structures j. 556,Pipe Underdrains 3. TxDOT Standard—Spread Footing Walls a. RW 1 (L)A—Low Footing Pressure,Design A Retaining Walls b. RW 1 (L)B—Low Footing Pressure,Design B Retaining Walls c. RW 1 (L)C—Low Footing Pressure,Design C Retaining Walls d. RW 1 (H)A—High Footing Pressure,Design A Retaining Walls e. RW 1 (H)B—High Footing Pressure,Design B Retaining Walls f. RW 1 (H)C—High Footing Pressure,Design C Retaining Walls g. RW 2—Retaining Wall Miscellaneous Details 4. Texas Department of Transportation (TXDOT), Manual of Testing Procedures: a. Tex-616-J, Construction Fabrics 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. See Section 03 30 00. 1.6 ACTION SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. See Section 03 30 00. 1.10 DELIVERY,STORAGE,AND HANDLING A. See Section 03 30 00. 1.11 SITE CONDITIONS A. Ambient Conditions: See Section 03 30 00. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 323213-4 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 4 of 6 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Concrete and Reinforcing Steel 1. Concrete Retaining Wall with Sidewalk a. Section 03 30 00. 2. TxDOT Standard—Spread Footing Walls a. 420,Concrete Structures b. 421,Hydraulic Cement Concrete c. 440,Reinforcing Steel d. 445,Galvanizing e. 458,Waterproofing Membranes for Structures B. Backfill 1. Concrete Retaining Wall with Sidewalk a. Section 3123 23 2. TxDOT Standard—Spread Footing Walls a. 132, Embankments C. Underdrains 1. Concrete Retaining Wall with Sidewalk a. Section 33 46 00 2. TxDOT Standard—Spread Footing Walls a. 556,Pipe Underdrains D. Filter Fabric 1. General a. Provide standard weight fabric for retaining walls and soil separation. b. Provide filter fabric rated as UV-resistant when used as part of the exposed facing for a temporary wall. c. The fabric consists exclusively of manmade thermoplastic fibers, is a non- woven geotextile fabric,and forms a mat of uniform quality. d. Fabric fibers are continuous and random throughout the fabric. e. The fabric is mildew resistant and rot-proof,and it is satisfactory for use in a wet soil and aggregate environment. 2. Physical Requirements: The fabric must conform to the requirements listed in Table 1 when tested in accordance with the test methods specified. Table 1 Filter Fabric Requirements Physical Properties Test Method Value Fabric Weight, on an ambient Tex-6164 4 oz/yard temperature air-dried,tension free sample Permittivity, 1/sec ASTM D4491 1.0,min CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 323213-5 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 5 of 6 Tensile Strength, lbs ASTM D4632 100 lbs Apparent Opening Size ASTM D4751 70-100 Elongation at yield,percent ASTM D4632 20-100 Trapezoidal Tear, lbs ASTM D4533 35 lbs 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Construct retaining walls in accordance with the Drawings and to the pertinent requirements of the following Sections: 1. Concrete Retaining Wall with Sidewalk a. Section 03 30 00 b. Section 3123 16 c. Section 3123 23 d. Section 31 24 00 e. Section 33 46 00 2. TxDOT Standard—Spread Footing Walls a. 110,Excavation b. 132,Embankment c. 400,Excavation and Backfill for Structures d. 423,Retaining Walls e. 420,Concrete Structures f. 458, Water proofing Membranes for Structures g. 556,Pipe Underdrains 3.5 REPAIR A. See Section 03 30 00. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. See Section 03 30 00. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,20I2 City Project No.00778 323213-6 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 6 of 6 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Payment Item for concrete retaining wall with sidewalk was broken into two Items:one for the face of wall and one for the sidewalk. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 1 Ra of 16 SECTION 32 84 23 LANDSCAPE IRRIGATION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Landscaping within street right-of-way and easements and establishment requirements. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 31 10 00—Site Clearing 4. Section 32 92 13 -Hydromulching, Seeding and Sodding 5. Section 32 91 19- Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Landscape Irrigation a. Measurement 1) Measurement for this Item shall be per lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for at the unit price bid per lump sum or as a percentage of the lump sum agreed upon between the inspector and contractor. c. The price bid shall include: 1) Furnishing, installing and design of landscape irrigation. The drawings provided are a performance based design and require the contractor to design the system. 2) Irrigation Controllers 3) Connection to City Water Mains and backflow preventers as required by city standards 4) Coordinate Taps and water meter requirements. All fees associated to be included. 5) Hauling 6) Grading and Backfilling 7) Excavation 8) Water 9) Removing and disposing of surplus material 1.3 REFERENCES 1. Regulatory Requirements 1. Comply with the regulations,codes and ordinances of the Authority Having Jurisdiction. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 2 of 16 2. All fees,permits and inspections shall be secured by and paid by the contractor and copies supplied to the inspector. 3. Comply with the requirements of the Texas Administrative Code,Title 30.Part 1, Chapter 344, Subchapter D. B. References Materials and methods of the following referenced standards and specifications of the latest edition form a part of this specification section as applicable. 1. Manufacturers Standardization Society of the Valves and Fittings Industry(MSS) Standard: 2. American National Standards Institute(ANSI) 3. American Society for Testing and Materials(ASTM) 4. American Water Works Association(AWWA)Standards 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Recognized manufactures include the following: 1. Hunter Industries 2. Rainbird Corporation 3. Dig Leit B. Manufactures not listed may be approved if submitted to,and approved,by the Owners Authorized Representative prior to bidding. C. Submittals shall be in accordance with Section 0133 00, SUBMITTALS and shall include: 1. Manufacturer's product data for the following: a. Controller(s) b. ET Weather Stations, including mounting details. c. Sprinkler heads,nozzles,RZWS d. Drip irrigation products,all products in the system. e. Electric,manual and drain valves f. Rain, freeze,or wind stats and moisture sensors,and weather stations g. Pipe and fittings h. Wiring,watertight connectors, conduit,ground-fault circuit breakers,pull boxes. i. Turf and valve vaults or boxes j. Backflow preventors k. Operation and Maintenance Manuals for all products. 1. Controller scheduling D. Shop drawings include the following: 1. A scale drawing(minimum 1"=20'-0")indicating: a. Sprinkler heads with nozzle styles, arcs and radius b. Controller location,type and weather station input data c. Valve locations,with zone identification for electric globe valves d. Pipe(and sleeve)locations with sizes,provide flow capacities in gallons per minute(GPM)and velocities in feet per second(FPS)for all sprinkler pipe e. Rainstats,freezestat and windstat locations with mounting details f. Wiring routing,details of wet connections in valve boxes CITY OF FORT WORTH Lebow Chanel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 3 of 16 g. Landscape features; e.g.trees, shrub and turfed areas, perennials and annual beds h. All site features affecting the irrigation system; e.g.transformers,walks, drives, structures, curbs,easements, utilities i. The direction of true north,and the prevailing wind in miles per hour E. As-built drawings shall be true, scaled drawings with every deviation from the shop drawings legibly indicated, including all amendments,addendums and change orders. All pipe and main components shall be exactly to scale or dimensioned from a fixed measuring point. F. Provide a copy of the current TCEQ Irrigators License card for every person that will be on site or designing, installing or supervising the installation with the shop drawings. The contractor may obtain CADD files of the A/E drawings for a nominal fee,however only base files will be provided. The layout of the actual systems is the responsibility of the contractor. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. INSTALLER'S REQUIREMENTS 1. Contractor, irrigators,technicians and installers shall be licensed by the Texas Commission on Environmental Quality(TCEQ)in good standing. At least one licensed landscape irrigator shall be on the jobsite during construction at all times providing on-site supervision of the installation of an irrigation system and shall provide their TCEQ irrigators card when requested by the OWNER,or Architect/Engineers(A/E)representative. 2. Contractor shall hold a current business registration in the City of Fort Worth, Texas. 3. Install products in compliance with the recommendations of the manufacturer. DO NOT install products which are out of compliance with the manufacturers recommendations without obtaining written consent from the A/E's licensed Irrigator. 4. Design of the irrigation shall be performed by a licensed landscape irrigator, holding a current license in good standing by the TCEQ. 5. Design of the pipe system shall be based on a 5 feet per second(FPS)maximum velocity.The contractor shall replace piping which exceeds this velocity at his own expense. 6. The requirements of the Texas Administrative Code,Title 30, ENVIRONMENTAL QUALITY;Chapter 344,LANDSCAPE IRRIGATION; shall be strictly complied with, including but not limited to Rule 344.61: a. An irrigator shall prepare an irrigation plan for each site where a new irrigation system will be installed. A paper or electronic copy of the irrigation plan must be on the job site at all times during the installation of the irrigation system.A drawing showing the actual installation of the system is due to each irrigation system owner after all new irrigation system installations.During the installation of the irrigation system,variances from the original plan may be authorized by the licensed irrigator if the variance from the plan does not: 1) diminish the operational integrity of the irrigation system; CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 4 of 16 2) violate any requirements of this chapter;and 3) go unnoted in red on the irrigation plan. a) The irrigation plan must include complete coverage of the area to be irrigated.If a system does not provide complete coverage of the area to be irrigated, it must be noted on the irrigation plan. b) All irrigation plans used for construction must be drawn to scale. The plan must include,at a minimum,the following information: (1) the irrigator's seal, signature,and date of signing; (2) all major physical features and the boundaries of the areas to be watered; (3) a North arrow; (4) a legend; (5) the zone flow measurement for each zone; (6) location and type of each: (a) controller; (b) sensor(for example, but not limited to,rain,moisture, wind, flow,or freeze); (7) location,type,and size of each: (a) water source, such as,but not limited to a water meter and point(s)of connection; (b) backflow prevention device; (c) water emission device, including,but not limited to,spray heads,rotary sprinkler heads,quick-couplers,bubblers,drip,or micro-sprays; (d) valve, including,but not limited to,zone valves, master valves, and isolation valves; (e) pressure regulation component;and (f) main line and lateral piping. (8) the scale used (9) the design pressure 7. Pop-up spray sprinklers in turf shall be a minimum 4" body,unless otherwise indicated. 8. The system shall be multi-zoned and fully automatic. 9. Provide manual drain valve at low points in mainline. Provide a turf box and a minimum of 20 lbs. of pea gravel at the base of the drain box. 10. Provide automatic drain valves for each zone. Provide a turf box and a minimum of 20 lbs.of pea gravel at the base of the drain box. 11. Provide freeze and rainstats for entire system. Rainstats shall be non-clog type, with override by-pass switch or restraints. Provide wind stat where the prevailing wind exceeds 15 mph. ET based Weather stations are acceptable as an integrated system in lieu of individual rain, freeze and wind stats. 12. The sprinklers shall be spaced no further than manufacturer's current specification. 13. Irrigation system shall be compatible to and coordinated with new or existing turf, landscape and irrigation system,where applicable. 14. Layout and spacing of spray heads shall take into consideration the prevailing wind conditions. Low angle trajectory sprays shall be used for prevailing winds exceeding 10 mph where recommended by the manufacturer. 15. Part-circle or adjustable arc heads shall be used on borders at streets, walks, fences and buildings(unless otherwise indicated). Overspray shall be minimized. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 5 of 16 Spray onto entrances and windows is prohibited and spray onto buildings should be avoided. 16. Nozzles shall be selected from manufacturer's specifications that provide matched precipitation rates. 17. Precipitation rates for heads covering common turf or landscaping shall be similar. Zone rotary,turfgrass and shrub areas separately. Rotary and spray heads shall not be on the same zone. 18. Controller watering schedule shall first be set to establish newly planted landscape materials. As soon thereafter as the landscape contractor indicates that the landscape materials are established, set the station watering schedule to provide water to landscaping in accordance with the landscape products. Turf shall be set to provide one inch of water per week during the driest growing season. Train the owner to operate the water saving features of controllers to wholesale reduction or increase the watering schedule as needed for unusual circumstances. 19. Application rate shall be the optimum condition for the soil type,accomplished by the nozzle style and/or the controller timing and sequencing. 20. The installation of drip Irrigation systems shall comply with the manufacturer's requirements. 21. Where required, power wiring to the controller shall be installed by a licensed master electrical contractor,and is the responsibility of this contractor. 22. Each controller shall be connected to a separate, unswitched circuit with its own ground fault circuit breaker where power is provided to controllers. 23. Wire size for power supply shall be in accordance with the National Electrical Code. 24. Wiring of controllers, weather stations and valves shall comply with the manufacturer's instructions and NEC. Bury conductors to the weather station from the controller in sealed water tight conduit. Thermostat wire shall not be used for valves. 25. Provide thrust blocks or restraints on all pressure mains exceeding 85psig at 90 degree elbows and bullhead tees. 26. Provide metal location tape on all sleeves beneath concrete drives and walks. Provide threaded caps on both ends of sleeves installed for future use. Extend sleeves a minimum of 12"beyond concrete on both sides. 27. System shall be zoned and timed at non-peak water periods(e.g. early morning before 6:00 a.m. and after 7:00 pm depending on the operations of the facility), except for drip irrigation systems and root zone watering systems(RZWS). 28. Polyethylene tubing used for RZWS shall not exceed 12 inches in length from rigid pipe. Provide no more than one poly flex tube per sprinkler. 29. Pipe and Poly tubing shall be buried beneath the compacted soil. Mulch layers are not acceptable bury material. Pipe and tubing shall be buried below the frost line and no shallower than 12 inches beneath compacted soil. Poly tube shall be continuous without splices 30. Products of like nature shall be of the same manufacturer in the following categories: a. Controllers b. Weather stations c. Valves d. Sprinklers e. Drain valves CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 6 of 16 f. Freeze wind and rainstats g. Turf boxes,valve or meter boxes 1.10 DELIVERY,STORAGE,AND HANDLING A. Deliver manufactured products to the site in the original cartons or other protective coverings. Products shall remain packaged until ready for installation. Store piping on wood runners raised above grade. Security and protection from the elements are the contractor's responsibility. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Warranty Period: at all times after installation and for the duration of the Establishment Period and for one year beyond the Establishment Period. 1. Warranty Period for Landscape Maintenance ends same time as warranty period for overall project. PART2- PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Basis of Design 1. Provide products of the quality and operational characteristics of the described and identified manufacturers below.Bolded manufacturers are the basis of design. All substitutions shall be equal to or better than the basis of design. B. Pipes and Fittings 1. General a. Pipe shall be permanently marked with the ASTM classification No.,pipe size and manufacturer's name. C. PVC (polyvinyl chloride)pipe and fittings 1. SDR-PR(ASTM 224 1)SDR2, Class 200(Class 315 for 1/2"pipe)Type 1. 2. Fittings,and Schedule 40 PVC Pipe,(ASTM1785)and(ASTM2466), solvent cement joint(ASTM D2467). Threaded fittings, schedule 80 PVC(ASTM D2464). 3. Elastomeric-Gasket Joint: Pipe shall be to dimensional requirements of ASTM D 1785, Schedule 40 with joints meeting the requirements of 150 psi working pressure,200 hydrostatic test pressure,unless otherwise shown or specified,or it may be pipe conforming to requirements of ASTM D 2241,elastomeric joint, with the following applications: SDR Maximum Working Pressure Minimum Hydrostatic Pressure 21 120 160 17 150 200 13.5 200 266 4. Copper Tubing:ASTM Standard B88,type K,hard drawn. Fittings: ANSI/ASTM B32, solder Grade 95 TA,or AWS A5.8,B cup silver braze. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 7 of 16 5. Joints shall be made up using purple primer and clear solvent cement meeting the requirements of ASTM D 2564;the joint assembly shall be made in accordance with ASTM D 2588 and manufacturers recommendations. D. Backflow preventers 1. Provide Backflow preventers in accordance with the AHJ requirements of the project;manufacturers of acceptable products follow. 2. Double Check a. Double check backflow preventer 2"and smaller: ANSUASSE 1015;complete unit of two independently acting check valves,two ball valves, strainer and four test cocks,bronze or iron body with bronze internal parts, 150 psi working pressure, and shall comply with AWWA Standard C5O6. Acceptable Manufacturers and Models: Cla-Val Co. D-2(1-1/2"& smaller) Watts 700 or 757 series Hersey FDC Febco 8O5y Wilkins 550 3. Double check backflow preventer 2-1/2"and larger:ANSUASSE 1015; complete unit of two independently acting check valves,two ball gate valves, and four test cocks,bronze or iron body with bronze internal parts, 150 psi working pressure, and shall comply with AWWA Standard C506. Acceptable Manufacturers and Models: Cla-Val Co. D(2"and larger) Watts 700 or 757 series Hersey 2 Febco 8O5Y Wilkins 550 E. Reduced pressure 1. Reduced pressure backflow preventer 2-1/2" and larger: ANSI/ASSE 1013; complete unit of two independently acting check valves together with an automatically operating pressure relief valve,two gate valves,and four test cocks,bronze or iron body with bronze internal parts, 150 psi working pressure, and shall comply with AWWA Standard C506. Acceptable Manufacturers and Models: Cla-Val Co. RP-1 (2"&larger) Watts 900 Hersey 6CM Febco 825 Wilkins 575 2. Reduced pressure backflow preventer 2"and smaller: ANSUASSE1O13; complete unit of two independently acting check valves together with an automatically operating pressure relief valve,two ball valves,strainer,and four test cocks,bronze or iron body with bronze internal parts, 150 psi working pressure,and shall comply with AWWA Standard C5O6. Acceptable Manufacturers and Models Cla-Val Co. RP-2(1-1/2" & smaller) Watts 900 Hersey FRP-II Febco 825Y Wilkins 575 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 8 of 16 F. Valves 1. Gate Valves a. Gate valves 3"and less:MSS-SP-70,rated 175 lb.minimum water pressure, brass or bronze construction screw-in bonnet,rising stem, solid wedge disc, threaded or soldered connections. Acceptable Manufacturers and Models: Crane 438, 1334 Nibco T-111, 5-111 ITT Grinnell 3010,3010SJ Milwaukee 148, 149 b. Gate valves 2-1/2"and greater: rated 15O lb.minimum water pressure, iron body construction, bronze mounted,bolted bonnet,outside screw and yoke, solid wedge disc,threaded connections. Acceptable Manufacturers and Models: Crane 465-1/2 ITT Grinnell 6O20A Milwaukee F-2885 Nibco F617-0 2. Ball Valves a. Ball valves 2"and less: rated 175 lb.minimum water, oil,air and gas pressure, brass or bronze construction, seat material as recommended by manufacturer for material conveying, lever handle,threaded or soldered connections. Acceptable manufacturers and Models: Crane 9302,9322 ITT Grinnell 3500, 3500SJ Milwaukee BA-200, BA-250 Watts B-6000,13-6001 Nibco T-580,& 5-580 3. Ball valves 2-1/2" and greater, 150 lb. minimum water,oil,air and gas pressure, bronze or carbon steel construction, seat material as recommended by manufacturer for material conveying, lever handle,flanged connections. Acceptable Manufacturers and Models: Crane 941-TF Apollo 88-100 Jamesbury D 150F 3. Control valves(zone valves) a. Control(zone)valves shall have glass-filled poly-propylene body cover with stainless steel spring and nylon exhaust fitting. Diaphragm shall be nylon reinforced Buna N molded with heavy Buna N seat to form an integral unit. Valve shall be packless,without sliding seals,and completely serviceable without removing body from pipeline,with bolted(stainless steel bolts)top. Design shall be "normally-closed",requiring solenoid to be energized to open valve,thereby causing automatic closure in event of power failure. Solenoid shall comply with Class II National Electric Code and when operating require a maximum of 0.23 amperes,3.0 watts at 24 volts A.C. Solenoid shall be integrally mounted in valve cover and molded in epoxy to form a corrosion and moisture-proof unit with exposed metal components of non-corrosive material. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 9 of 16 Flow control shall be brass with O-ring seal and adjustable from outside the valve for permanent throttling or complete closing of valve. Provide the proper solenoid adapter from Dig Leit, (the controller manufacturer)for all valves. Provide upstream filtration for all valves in accordance with the manufacturers recommendations. Acceptable Manufacturers and Models: Plastic Valves. a. Hunter ICV b. Weathermatic 21000 series c. Rainbird PEB Series G. Irrigation specialties 1. Controller—Ambient light sensing or solar powered a. Programmable, self contained,advance ambient light powered water- management irrigation controller. Non-volatile memory, liquid crystal display, power provided by an internal,ultrahigh efficiency photovoltaic module and microelectronic energy management system fueled by ambient light. 1.)Acceptable Manufacturers: a.) Leit Model XRC04— 10 as required for the number of stations, Provide the following compatible manufacturers appurtenances with this controller: a) Leit Model LEITWWS wireless weather station b) LEMA 1600HE Solenoid(for each valve)with internal bleed manual valve. c) Leit MKIT Mounting Kit d) Leit Multi-Pro Multiple controller communicator e) Leit 30—722 DC Charger f) Leit 30-721 Battery Charger for handset g) Leit ENCL-X stainless steel enclosure h) Leit SKIT 8821-4 Switch type sensor adapters for each rain and freeze sensor. 2. Sprinklers a. Root Zone Watering Systems: 1.) Perforated polyethylene cylinder with rigid mesh material, fill with washed pea gravel.Integral bubbler,assembly provided with factory swing joint, 18" deep. 2.) Acceptable manufacturers: Rainbird Hunter 3. Polyethylene tubing a. Flexible in 20, 50 and 100-foot coils,with adapters compatible to the tubing. Acceptable Manufacturers and Models Toro "Funny Pipe" Series 850 including fittings Hunter HFT-100, including HSBE fittings Rainbird "Swing Pipe", Series SP-20, including fittings Irritrol "Super Blue Flex Pipe",EHD 1295-010-D or EHF 1295-010-D 4. Drip Irrigation Specialties a. Provide complete operable drip irrigation systems for turf as recommended by the manufacturer. Include direct tube attached pressure compensating integral emitters at 12 inches on center as recommended by the manufacturer. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 10 of I6 Include insert or compression fittings compatible with the inline emitter tubing. Include air relief valves, b. Acceptable Manufacturers: 1.) Rainbird 2.) Hunter 5. Sensors and weather stations a. Rain Sensor: Aluminum or PVC mounting bracket,thermoplastic housing, interrupts circuit to common or pump relay in controller. Adjustable in 1/8" increments,automatic reset, 5-year warranty, 24 VAC. Acceptable Manufacturers and Models Weathermatic Figure 950 Glen Hilton Mini-Clik II Rainbird Rain-Check Toro 850-74 Rainswitch b. Freeze Sensor: Aluminum or PVC mounting bracket and housing. Temperature setpoint 39°F with a temperature differential of+1°C, 5-year warranty,24 VAC. Acceptable Manufacturers and Models Glen Hilton Mini-Clik Model 401 c. Wireless Rain/Freeze Sensor: Aluminum or PVC mounting bracket, thermoplastic housing, interrupts circuit to common or pump relay in controller. Adjustable in 1/8" increments,automatic reset. Temperature set-point 39°F with a temperature differential of+1'F. Provide with receiver. 5-year warranty,24 VAC. Acceptable Manufacturers and Models Irritrol RFS 1000 Rainbird WRFC d. Soil Moisture Sensor System: 24 VAC override,microelectronic sensor system including moisture control panel,probes, bedding compound,wire splice kits. Acceptable Manufacturers Toro 91-0190 "Moist-0-Matic" Rainbird Aquamiser Garden America e. High-flow sensor: High-flow sensor shuts down system if an overflow condition occurs. Provided with interface panel,which is not required for IMMS controllers. Acceptable Manufacturers and Models Hunter Flow-Clik Rainbird G-FS series f. Sensor By-Pass Switch: LED active status switch,U.L.approved for exterior weatherproof applications. Acceptable Manufacturers Toro Rainbird Weathermatic Garden America Glen Hilton CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 11 of 16 6. Weather stations a. Accurately measures,wind,rain,temperature, solar radiation,and relative humidity and computes Evapotranspiration(ET)to .01 inch,compatible with controller,weather computer scans sensors and recalculates weather changes every second,all electronic weather station design with non-volatile memory which retains configuration and weather data across power outages, diagnostic port and computer LEDs for troubleshooting and configuration and plug&Play; Factory programmed site specific configuration. Approved Manufacturers Rainbird,Rainmaster, Hunter or approved equal, furnished with the controller and certified by the controller manufacturer to be compatible. H. Valve boxes, backflow preventer boxes and enclosures 1. Heavy Traffic Weight Pre-Cast Concrete Vault For Backflow Preventer a. 4500 PSI precast concrete meter vault(ASTM C-858)with traffic weight concrete cover with cast-iron hinged lid 13"x 24"x 12". Acceptable Manufacturers and Models Brooks Products Series 38 Dalworth Quickset 2. Cast-iron meter vault for backflow preventer b. Heavy-duty gray cast-iron(ASTM A 48)uniform in quality, free from blow holes,porosity, shrinkage,defects and cracks. Factory coat with bituminous paint, 14"x 22"x 10". Acceptable Manufacturers and Models McKinley Iron Works Type MB 14 3. Plastic backflow preventer boxes a. Polyolefin and fibrous compound box with green lid,provide manufactured extension from bottom of pipe as required.(ASTM D638,D790-D695,D2240) Acceptable Manufacturers Ametek Carson Brooks b. Structural foam, injection molded box. 15"x 21"x 12"with extensions as required. Acceptable Manufacturers Brooks Products Ametek 4. Valve boxes a. Injection molded foam or polyolefin enclosure, 6"diameter for V control valves, 10"diameter for 1-1/2"and above valves. Acceptable Manufacturers Brooks Products Ametek Carson 5. Above ground backflow preventer enclosure a. Reinforced,corrosion resistant aluminum,or fiberglass construction with access doors or lids,and completely removable for maintenance. Thermostatic Control UL listed heater for freeze proofing set at 0°F. Provide UL listed ground fault breaker. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 12 of 16 Acceptable Manufacturers V.I.T.Products "Strong Box" 1. Miscellaneous materials 1. Location tape a. Plastic, 2" inches wide with a foil liner for location by means of a magnetic locator, such as "Terra-foil"Model D as manufactured by Griffolyn Company; Houston,Texas. Color shall be blue,having lettering which reads "WATER LINE BELOW".To be installed above main line. 2. Wire connections a. All wire connections to be installed in valve boxes only. Do not bury any splices without a valve box. All wire connections shall be with proper size wire nut and sealed with 3M 4DBY-6 Scotchcast kit. All wire splice kits must be UL approved. 3. Direct bury, low voltage electrical wire a. Type OF 314 single stand copper with 4/64" inch thick PVC insulation,U.L. approved for direct burial. Minimum wire shall be 414GA. 4. Pea gravel a. ASTM D 448, ASTM C 33,and M SHTO M43,minimum diameter of 1/8"and maximum of 3/4",mo more than 3%of pea gravel shall pass through a No. 3 sieve. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Notify City, prior to installation, of location where trees that have been selected for planting may be inspected. B. Plant material will be inspected for compliance with following requirements. 1. Genus, species,variety, size and quality 2. Size and condition of balls and root systems, insects, injuries and latent defects PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION 3.4 INSTALLATION A.Trenching shall be such that pipe is buried below the frost line, or a minimum of 24" below grade;over excavate 36"minimum for rock,and backfill with clean sand bed before laying pipe.Lay pipe to allow for expansion and contraction. Backfill with compacted clean sandy loam,and the remainder,rock-free excavation material and topsoil.Mechanically tamp trench to 90%proctor to 2"above surrounding grade. Trench shall not be backfilled until depth and pressure testing is approved. B. Excavation for backflow preventer shall be 18"minimum to the top of the backflow preventer.Provide 12" of washed pea gravel beneath backflow preventer.Provide CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 13 of 16 brick supports to hold backflow preventer and valve box,rest brick on undisturbed soil. Valve box shall not rest on pipe entering or exiting,provide 3"minimum clearance all around pipe.Valve box shall be level with the surrounding grade. C. Cut pipe clean with pipe cutters, remove burrs or foreign matter from pipe before assembly. Apply colored primer to both the pipe and fitting and then apply compatible PVC cement to the pipe.Home pipe to the fitting and hold in place for a minimum of 45 seconds until pipe has set in place. Replace pipe and fittings which slide during this time,do not re-use fittings. D. Install each electrical globe valve and series of wire splices in a separate turf box. Bury box level with surrounding grade, install valves level and plumb. E. Each branch sprinkler supply system shall be automatically drainable at the low point, with a spring-loaded ball drip valve,designed for lawn sprinkler service,and draining into a 12"excavation containing pea gravel. Dry well and gravel shall be provided by the Contractor. Top of gravel shall be below valve at drain point. F. Provide manual drain valves on main lines,with opening for drain into a 12"pea gravel sump. Manual drain valves shall be in a valve box with the top flush with finished grade. G. Installation of sprinklers and risers 1. Install RZWS and drip tube in strict conformance with the manufacturers written instructions. 2. Electrical Wiring a. Install a separate colored wire from the automatic controller to each solenoid valve.Run a common neutral from the controller to each solenoid valve common wire shall be continuous white color.Provide 12"expansion coils in each valve box. Comply with the manufacturers recommendations for wiring sizes. The maximum wire run for 18 AWG is 2000 ft, 16AWG is 3500 ft, 14 AWG is 4500 ft and 12AWG is 7500 ft.Include wiring coils in each valve box in calculations. b. Make splices with 3M DBY or DBR-6 wire connection kits. Strip end of wire,twist together,twist wire nuts in place and install into sealant container. All splices must be installed in valve boxes. c. Install wiring in trenches along side the piping. Provide a minimum of 12" inches of coverage for wiring installed in separate trenches. Where several wires are installed in close proximity to each other,bundle the wiring and tape securely at 10' foot intervals. Wiring installed under driveways,parking lots or pavements, shall be in PVC sleeves. d. Refer to the NEC for grounding of the electrical systems. Provide grounding rods,or systems in accordance with the NEC and provide testing and compliance results to the Owner via the O&M Manuals. e. Measure the ground grid resistance with the earth test meggar and install additional ground rods and conductors as required until the resistance to the ground conforms to the requirements of the irrigation control manufacturer. 3. All wiring above ground to be installed in rigid metallic conduit. Mount controller 48" AFG.Mount freeze and rain sensors per manufacturer's recommendations. All grounding wiring and systems shall be installed by a licensed electrical contractor to comply with the NEC. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 14 of 16 3.5 TESTING A.Flushing 1. After sprinkler piping is in place,prior to installing heads,flush out lines by running water through the piping to remove debris and extraneous matter. Cemented joints shall be set and cured for 12 hours prior to beginning tests.Provide flushing for drip systems in accordance with the manufacturers written instructions. B. Testing and operation 1. Before piping is pressure tested, sufficient backfill shall be installed around the piping to contain the piping under pressure. Tests shall be made in the presence of the A/E. The entire piping system shall be placed under full pressure and left for 24 hours with pressure gauge attached, then pipe joints shall be examined for leaks. Cut out and remake any defective joint and re-test until the system performs without leaks or loss of pressure in excess of 5%. 2. Place the system into operation and test each section individually.Examine the operation of spray heads,and during a time when wind velocity is normal, observe the pattern of water produced by the heads. The complete system shall give full and adequate coverage to the area being watered. C. Adjustments 1. Check each sprinkler system for proper operation. 2. Adjust pressure on adjustable pressure valves by attaching a pressure gauge assembly to the solenoid valve pressure regulator, and adjust pressure as necessary. 3. Adjust all components so that water runoff and overspray is reduced. 4. The irrigation contractor shall personally notify the A/E,Owners representative and general contractor at least 72 hours in advance of all final testing and inspections. The system will be tested,pressurized and adjusted by the irrigation contractor before calling for final testing and inspection. The system will not be considered complete without certification by the Engineer. 5. At time of final inspection,all hydrostatic tests must have been satisfactorily completed.The entire system shall then be operated in the presence of the engineer's authorized representative,and must operate in a satisfactory manner, with uniform coverage of the areas which are to be sprinkled. 6. All conditions of the contract documents shall be met before calling for final testing.All costs for re-testing due to failure to meet these conditions will be borne by the irrigation contractor including time and materials of the required inspection team. D. Programming 1. Program initial irrigation for newly planted products in accordance with the City of Fort Worth Standards. Provide rain and freeze sensors.Program established products in accordance with the CFW standards. E. Owner training 1. Prior to final acceptance,contractor shall provide a minimum of 4 hours or as long as required by the Owner to demonstrate to the Owner the proper operation of all irrigation system equipment and controls provided under this section. 3.6 REPAIR/RESTORATION [NOT USED] 3.7 RE-INSTALLATION [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 15 of 16 3.7 FIELD QUALITY CONTROL A. City may reject unsatisfactory or defective material at anytime during progress of work. B. After installation and prior to the Establishment Period,the Contractor is responsible for all maintenance and work to be performed. The Contractor is responsible for any irrigation items that break to the Establishment Period. C. A Final Inspection shall be scheduled between the City and Contractor prior to acceptance and the beginning of the Establishment Period for the irrigation. This can be together or separate from the Final Inspection for the overall project. A punch list will made of irrigation items to replace. Upon completion of the punch list,the contractor shall submit in writing that the punch list has been complete and is ready for the establishment period to begin,email is acceptable. The establishment period shall begin upon written confirmation from the City that the punch list is complete, email is acceptable,or 10 business days after Contractor has submitted completion of punch list in writing. 1. During the Establishment Period the Contractor is responsible for all maintenance and work to be performed. The Contractor is responsible for any irrigation items that break during the Establishment period. D. An inspection to determine acceptance will be conducted by City at end of the Establishment Period. A punch list will be made of irrigation items to replace. Upon completion of the punch list,the contractor shall submit in writing that the punch list has been complete and is ready for the warranty period to begin,email is acceptable. The warranty period shall begin upon written confirmation from the City that the punch list is complete, email is acceptable,or 10 business days after Contractor has submitted completion of punch list in writing. 1. During the Warranty Period the City is responsible for all maintenance and work to be performed. The Contractor is responsible for replacement of any irrigation items during the warranty period not caused by the following factors; impact from vehicle, severe weather. E. Warranty periods provided for in paragraph 1.12A. 1. An inspection to determine final project acceptance will be conducted by the City at the end of the Warranty Period. A punch list will be made of irrigation items to replace. Upon completion of the punch list,the contractor shall submit in writing that the punch list has been complete and is ready for the warranty period to end, email is acceptable. The warranty period shall end upon written confirmation from the City that the punch list is complete, email is acceptable,or 10 business days after Contractor has submitted completion of punch list in writing. 2. After Warranty Period has ended, the City accepts all maintenance,work and responsibility for all irrigation items. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 84 23 Landscape Irrigation Page 16 of 16 3.12 PROTECTION 3.13 ESTABLISHMENT A. Establishment Period shall be 12 months after verification of satisfactory installation of irrigation. B. During the Establishment Period if a work schedule and frequency are not shown on the Drawings,perform the minimum requirements shown below: 1. The Contractor shall meet with City Inspector for a minimum of 4 inspections during the year. 2. Failure of Contractor to perform during the Establishment Period shall entitle the City to make demand on Contractor and/or its Surety under either the Performance Bond or Maintenance Bond. 3. The replacement of items in the irrigation control box shall require a 3 month Replacement Establishment period to be maintained by the contractor,regardless of proximity to the end of the original Establishment period. This 3 month Establishment period shall be applied to all plant and landscaping items impacted by the irrigation control box. The replacement of all other irrigation items shall not begin a new Establishment Period or Warranty Period. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-1 HYDROMULCHING,SEEDING AND SODDING Page IR of 8 SECTION 32 92 13 HYDROMULCHING, SEEDING AND SODDING PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, or as directed. B. Deviations from this City of Fort Worth Standard Specification 1. Section 2.2.2.A.2.c—Seed mix composition and application rate has been revised 2. Section 2.2.2.A.7.a—Soil retention blanket shall be Curlex III Fibrenet or approved equal. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 32 91 19—Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Block Sod Placement a. Measurement 1) Measurement for this Item shall be by the square yard of Block Sod placed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square yard of Block Sod placed. c. The price bid shall include: 1) Furnishing and placing all sod 2) Rolling and tamping 3) Watering(until established) 4) Disposal of surplus materials 2. Seeding a. Measurement 1) Measurement for this Item shall be by the square yard of Seed spread. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per square yard of Seed placed for various installation methods. c. The price bid shall include: 1) Furnishing and placing all Seed 2) Furnishing and applying water for seed fertilizer 3) Slurry and hydraulic mulching 4) Fertilizer 5) Watering(until established) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2R of 8 6) Disposal of surplus materials 3. Mowing a. Measurement 1) Measurement for this Item shall per each. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed(PLS) b. Name and type of seed 2. All seed shall be tested in a laboratory with certified results presented to the City in writing,prior to planting. 3. All seed to be of the previous season's crop and the date on the container shall be within 12 months of the seeding date. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING A. Block Sod 1. Protect from exposure to wind, sun and freezing. 2. Keep stacked sod moist. B. Seed 1. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 2. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. C. Fertilizer 1. Provide fertilizer labeled with the analysis. 2. Conform to Texas fertilizer law. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 3292 13-3 HYDROMULCHING,SEEDING AND SODDING Page 3R of 8 2.2 MATERIALS AND EQUIPMENT A. Materials 1. Block Sod a. Sod Varieties(match existing if applicable) 1) "Stenotaphrum secundatum" (St.Augustine grass) 2) "Cynodon dactylon"(Common Bermudagrass) 3) "Buchloe dactyloides"(Buffalograss) 4) an approved hybrid of Common Bermudagrass 5) or an approved Zoysiagrass b. Sod must contain stolons, leaf blades,rhizomes and roots. c. Sod shall be alive,healthy and free of insects,disease, stones,undesirable foreign materials and weeds and grasses deleterious to its growth or which might affect its subsistence or hardiness when transplanted. d. Minimum sod thickness:3/4 inch e. Maximum grass height: 2 inches f. Acceptable growing beds 1) St.Augustine grass sod: clay or clay loam topsoil 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils g. Dimensions 1) Machine cut to uniform soil thickness. 2) Sod shall be of equal width and of a size that permits the sod to be lifted, handled and rolled without breaking. h. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General 1) Plant all seed at rates based on pure live seed(PLS) a) Pure Live Seed(PLS)determined using the formula: (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+ Percent Firm or Hard Seed)+ 100] 2) Availability of Seed a) Substitution of individual seed types due to lack of availability may be permitted by the City at the time of planting. b) Notify the City prior to bidding of difficulties locating certain species. 3) Weed seed a) Not exceed ten percent by weight of the total of pure live seed(PLS) and other material in the mixture b) Seed not allowed: (1) Johnsongrass (2) Nutgrass seed 4) Harvest seed within 1-year prior to planting b. Non-native Grass Seed 1) Plant between April 15 and September 10 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 2) Plant between September 10 and April 15 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-4 HYDROMULCHING,SEEDING AND SODDING Page 4R of 8 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multforum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 c. Native Grass Seed(as per the Army Corps of Engineers) 1) Plant between February 1 and October 1. Lbs.PLS/Acre Common Name Botanical Name 1.4 Green Sprangletop Leptochloa dubia 2.8 Sideoats Grama* Bouteloua curtipendula 2.2 Little Bluestem* Schizachyrium scoparium 9.0 Buffalograss Buchloe dactyloides 2.4 Indian Grass* Sorghastrum nutans 1.2 Sand Lovegrass* Eragrostis trichodes 2.0 Big Bluestem Andropogon gerardii 3.6 Eastern Grama Tripscacum dactyloides 3.8 Blue Grama Bouteloua gracilis 1_6 Switchgrass Panicum virgatum 30.0 Total PLS/Acre d. Wildflower Seed(if on drawings) 1) Plant between the following: a) March 5 and May 31 b) September 1 and December 1 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For use with conventional mechanical or hydraulic planting of seed. b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-5 HYDROMULCHING,SEEDING AND SODDING Page SR of 8 c. No growth or germination inhibiting factors. d. No more than ten percent moisture,air dry weight basis. e. Additives: binder in powder form. f. Form a strong moisture retaining mat. 4. Fertilizer a. Acceptable condition for distribution b. Applied uniformly over the planted area c. Analysis 1) 16-20-0 2) 16-8-8 d. Fertilizer rate: 1) Not required for wildflower seeding 2) Newly established seeding areas- 100 pounds of nitrogen per acre 3) Established seeding areas- 150 pounds of nitrogen per acre 5. Topsoil: See Section 32 91 19. 6. Water: clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. 7. Soil Retention Blanket a. "Curlex IIP' from American Excelsior,900 Ave.H East,Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Surface Preparation: clear surface of all material including: 1. Stumps, stones,and other objects larger than one inch. 2. Roots,brush,wire, stakes,etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. Compacted areas:till 1 inch deep 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less seed/water run-off 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line"of trees. 3.4 INSTALLATION A. Block Sodding 1. General a. Place sod between curb and walk and on terraces that is the same type grass as adjacent grass or existing lawn. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6R of 8 b. Plant between the average last freeze date in the spring and 6 weeks prior to the average first freeze in the fall. 2. Installation a. Plant sod specified after the area has been completed to the lines and grades shown on the Drawings with 6 inches of topsoil. b. Use care to retain native soil on the roots of the sod during the process of excavating,hauling and planting. c. Keep sod material moist from the time it is dug until planted. d. Place sod so that the entire area designated for sodding is covered. e. Fill voids left in the solid sodding with additional sod and tamp. f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform slope. g. Peg sod with wooden pegs(or wire staple)driven through the sod block to the firm earth in areas that may slide due to the height or slope of the surface or nature of the soil. 3. Watering and Finishing a. Furnish water as an ancillary cost to Contractor by means of temporary metering/irrigation,water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.B. b. Thoroughly water sod immediately after planted. c. Water until established. d. Generally,an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. If applicable,plant large areas by irrigation zones to ensure areas are watered as soon as they are planted. B. Seeding 1. General a. Seed only those areas indicated on the Drawings and areas disturbed by construction. b. Mark each area to be seeded in the field prior to seeding for City approval. 2. Broadcast Seeding a. Broadcast seed in 2 directions at right angles to each other. b. Harrow or rake lightly to cover seed. c. Never cover seed with more soil than twice its diameter. d. For wildflower plantings: 1) Scalp existing grasses to 1 inch 2) Remove grass clippings, so seed can make contact with the soil. 3. Mechanically Seeding(Drilling): a. Uniformly distribute seed over the areas shown on the Drawings or as directed. b. All varieties of seed and fertilizer may be distributed at the same time provided that each component is uniformly applied at the specified rate. c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. d. Drill on the contour of slopes e. After planting roll with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker"type. f. Roll slope areas on the contour. 4. Hydromulching CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7R of 8 a. Mixing: Seed,mulch, fertilizer and water may be mixed provided that: 1) Mixture is uniformly suspended to form a homogenous slurry. 2) Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3) Mixture is applied within 30 minutes after placed in the equipment. b. Placing 1) Uniformly distribute in the quantity specified over the areas shown on the Drawings or as directed. 5. Fertilizing: uniformly apply fertilizer over seeded area. 6. Watering a. Furnish water by means of temporary metering/irrigation,water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.B. b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. c. Water as direct by the City at least twice daily for 14 days after seeding in such a manner as to prevent washing of the slopes or dislodgement of the seed. d. Water until final acceptance. e. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. 3.5 REPAHURESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Block Sodding 1. Water and mow sod until completion and final acceptance of the Project or as directed by the City. 2. Sod shall not be considered finally accepted until the sod has started to peg down (roots growing into the soil)and is free from dead blocks of sod. B. Seeding 1. Water sod until completion and final acceptance of the Project or as directed by the City. 2. Maintain the seeded area until each of the following is achieved: a. Vegetation is evenly distributed b. Vegetation is free from bare areas 3. Turf will be accepted once fully established. C. Rejection 1. City may reject block sod or seeded area on the basis of weed populations. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8R of 8 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 . City Project No.00778 329343-1 TREES AND SHRUBS Page I of 16 SECTION 32 93 43 TREES AND SHRUBS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Tree and shrub("plants")planting within street right-of-way and easements and establishment requirements. 2. Tree removal and transplant is to be performed in accordance with Section 31 10 00 B. Related Specification Sections include,but are not necessarily limited to: 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 31 10 00—Site Clearing 4. Section 32 92 13 -Hydromulching, Seeding and Sodding 5. Section 32 91 19-Topsoil Placement and Finishing of Parkways 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Plant Tree a. Measurement 1) Measurement for this Item shall be per each by caliper inch. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each tree to be planted by caliper inch. c. The price bid shall include: 1) Furnishing, installing and establishing trees 2) Hauling 3) Grading and backfilling 4) Excavation 5) Fertilization 6) Water 7) Removing and disposing of surplus material 8) Maintenance and replacement during Establishment Period and Warranty Period 9) Removal of Stakes prior to Establishment Period Inspection 2. Shrubs and Groundcover a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per shrub and groundcover. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-2 TREES AND SHRUBS Page 2 of 16 c. The price bid shall include: 1) Furnishing, installing and establishing shrubs and groundcover 2) Hauling 3) Grading and backfilling 4) Excavation 5) Fertilization 6) Water 7) Removing and disposing of surplus material 8) Maintenance and replacement during Establishment and Warranty Period 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification,unless a date is specifically cited. 2. American National Standards Institute(ANSI): a. ANSI Z60.1,American Standard for Nursery Stock 3. Hortus Third,The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing Co.,New York. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Tree data: Submit certification from supplier that each type of tree conforms to specification requirements. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Coordination 1. Coordinate with City Forester prior to beginning construction activities adjacent to or that will impact existing trees and shrubs. B. Qualifications 1. Landscaper specialized in landscape and planting work C. Substitutions 1. Not permitted unless approved by City when specified planting material is not obtainable a. Submit proof of non-availability together with proposal for use of equivalent material. b. Substitutions of larger size or better grade than specified will be allowed upon approval by City Forester, but with no increase in unit price. 1.10 DELIVERY,STORAGE,AND HANDLING A. Do not remove container grown stock from containers before time of planting. B. Delivery and Acceptance Requirements CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-3 TREES AND SHRUBS Page 3 of 16 1. Ship trees with Certificates of Inspection as required by governing authorities. 2. Label each tree and shrub with securely attached waterproof tag bearing legible designation of botanical and common name. Tag must remain until throughout Establishment period. 3. Use protective covering during delivery. 4. Deliver packaged materials in fully labeled original containers showing weight, analysis and name of manufacturer. C. Storage and Handling Requirements 1. Protect materials from deterioration during delivery,and while stored at Site. 2. Do not prune prior to installation. 3. Do not bend or bind-tie trees or shrubs in such manner as to damage bark,break branches,or destroy natural shape. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Warranty Period: at all times after planting and for the duration of the one year Establishment Period. 1. Warranty Period for Landscaping ends one year prior to the warranty period for overall project. B. Contractor shall warrant plants against defects including: 1. Death 2. Unsatisfactory growth 3. Loss of shape due to improper pruning,watering, maintenance or weather conditions. PART 2- PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS 1. General a. Plants shall be true to species and variety specified, grown under climatic conditions similar to those in the locality of the project for at least 2 years and have been freshly dug during the most recent favorable harvest season. b. All plant names and descriptions are as defined in Hortus Third. c. All plants are to be grown and harvested in accordance with the American Standard for Nursery Stock. d. Unless approved by the City Forester,plants shall have been grown in a latitude not more than 200 miles north or south of the latitude of the project unless the provenance of the plant can be documented to be compatible with the latitude and cold hardiness zone of the planting location. e. All plant materials must be approved by the City prior to purchasing materials. City may inspect nursery or ask for other documentation prior to acceptance of materials 2. Trees CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-4 TREES AND SHRUBS Page 4 of 16 a. Provide container grown trees which are straight and symmetrical and have I Acceptable Unacceptable persistently preferred main leader. See Figure 1 for reference. Figure 1: Main Leader b. Mark the tree's north orientation in the nursery for all deciduous trees grown in the field with a 1-inch diameter spot of white paint on the tree trunk within the bottom twelve inches of the trunk. c. Crown shall be in good overall proportion to entire height of tree with branching configuration. Tree shall have crown height that is roughly 2/3 of the overall height. An acceptable tree shall not have the crown begin above half the height of the tree. See Figure 2 for Crown Height. For recommended height of trees refer to the tables in Section 2 of ANSI Z60.1 for type and species specified. awe Now `a i C i iter • 4) .mac o .a 4■o CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-5 TREES AND SHRUBS Page 5 of 16 Figure 2: Crown Height d. Trees designated as balled and burlapped(B&B)shall be properly dug with firm, natural balls of soil retaining as many fibrous roots as possible, in sizes and shapes as specified in the American Standard for Nursery Stock. Balls shall be firmly wrapped with nonsynthetic,rottable burlap and secured with nails and heavy,nonsynthetic,rottable twine. The root collar shall be apparent at surface of ball. Trees with loose,broken,processed,or manufactured root balls will not be accepted,except with special written approval before planting. Burlap to be removed from top 1/3 of rootball when planted. e. Where clump is specified,furnish plant having minimum of three stems originating from common base at ground line. f. Measure trees by average caliper of trunk as follows: 1) For trunks up to 4 inches or less in diameter,measure caliper 6 inches above top of root ball. 2) For trunks more than 4 inches,measure caliper 12 inches above top of root ball. 3) Caliper measurements a) By diameter tape measure b) Indicated calipers on Drawings are minimum c) Averaging of plant caliber:not permitted g. Trees shall conform to following requirements: 1) Healthy 2) Vigorous stock 3) Grown in recognized nursery 4) Free of: a) Disease b) Insects c) Eggs d) Larvae e) Defects such as: (1) Knots (2) Sun-scald (3) Injuries (4) Abrasions (5) Disfigurement (6) Borers and infestations 3. Soil Products a. Topsoil: See 32 91 19. b. Peat moss and fertilizer: Use material recommended by City Forester for establishment of healthy stock after replanting. c. All planting beds to be top dressed with a minimum of 3" "Rustic Cut Hardwood Mulch" by Soil Building Solutions(or approved equal)and meet the following conditions 1) pH: 6.5-8.5 2) It shall be free of man-made foreign matter, lumber,treated materials, pallets,grass and leaves. 3) No particle size should exceed 3.5" in length. d. All landscape bed areas to be prepared using"Ready to Plant Bedding Mix" by Soil Building Solutions(or approved equal)and meet the following conditions CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-6 TREES AND SHRUBS Page 6 of 16 1) It shall be a mixture of 50%compost with 50%screened and weed-free native soil and screened sharp sand. 2) 98.5%of the planting bed soil particles will pass through a 1/2 inch screen and 99%or more shall pass through a 3/4 inch screen. 3) Color will be a medium brown with a weight of 1900-2250 lbs. per cubic yard(depending on the moisture content.) 4) Install to depths per planting details(8"depth min.) 5) Finished grades of planting beds to be 2"below finished grade of adjacent paving or as shown on grading plan. 4. Stakes and Guys a. Provide minimum 8-foot long steel T-stakes and 1 inch wide plastic tree chains. b. Where applicable for anchoring trees,use wood deadmen: 1) Minimum: 2-inch by 4-inch stock 2) Minimum: 36 inches long and buried 3 feet. 3) Provide white surveyor's plastic tape for flagging tree guys. 5. Tree Wrap,Twine and Seal a. Wrap 1) First quality 2) Bituminous impregnated tape 3) Corrugated or crepe paper, specifically manufactured for tree wrapping and having qualities to resist insect infestation b. Twine 1) Lightly tarred,medium-coarse sisal(lath)yarn 2) Do not use nails or staples to fasten wrapping c. Seal: Commercially available tree wound dressing specifically produced for use in sealing tree cuts and wounds 6. Water: clean and free of industrial wastes or other substances harmful to the growth of the tree 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Notify City,prior to installation, of location where trees that have been selected for planting may be inspected. B. Plant material will be inspected for compliance with following requirements. 1. Genus, species,variety, size and quality 2. Size and condition of balls and root systems, insects, injuries and latent defects PART 3- EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. General Protect structures,utilities, sidewalks,pavements, and other facilities and turf areas and existing plants from damage caused by planting operations. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-7 TREES AND SHRUBS Page 7 of 16 B. Install erosion-control measures to prevent erosion or displacement of soils and discharge of soil bearing. C. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas,adjust locations when requested,and obtain Architect's acceptance of layout before excavating or planting. Make minor adjustments as required. D.Lay out plants at locations directed by Architect. Stake locations of individual trees and shrubs and outline areas for multiple plantings. E. Apply anti-desiccant to trees and shrubs using power spray to provide an adequate film over trunks(before wrapping),branches, stems, twigs,and foliage to protect during digging,handling,and transportation. F. Water runoff or airborne dust to adjacent properties and walkways Schedule work so that planting can proceed rapidly as portions of site become available. G.Plant trees after final grades are established and prior to seeding or sodding. H. When planting of trees occurs after seeding work,protect seeded areas and promptly repair damage to seeded areas resulting from tree planting operations in compliance with requirements of Section 32 92 13. 1. Layout individual trees at locations shown on Drawings. J. In case of conflicts,notify City before proceeding with work. K. Stake trees for City approval. L. Preparation of Planting Soil 1. Before mixing,clean topsoil of roots, plants, sod, stones,clay lumps,and other extraneous materials harmful or toxic to plant growth. 2. Strip and utilize 4 inch layer of top soil from existing ground. 3. Delay mixing of fertilizer when planting will not follow placing of planting soil within 48 hours. 4. Incorporate amendments into soil as part of soil preparation process prior to fine grading, fertilizing, and planting. 5. Broadcast or spread amendments evenly at specified rate over planting area. 6. Thoroughly incorporate amendments into top 3 or 4 inches of soil until amendments are pulverized and have become homogeneous layer of topsoil ready for planting. 3.4 INSTALLATION A. Planting Area Establishment Loosen subgrade of planting areas to a minimum depth of 6 inches. Remove stones larger than 1 inch in any dimension and sticks,roots,rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Spread topsoil,apply soil amendments and fertilizer on surface, and thoroughly blend planting soil.Delay mixing fertilizer with planting soil if planting will not proceed within a few days. 2. Spread planting soil to a depth of 6 inches but not less than required to meet finish grades after natural settlement.Do not spread if planting soil or subgrade is frozen, muddy,or excessively wet. Spread approximately one-half the thickness of planting soil over loosened subgrade.Mix thoroughly into top 2 inches of subgrade. Spread remainder of planting soil. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-8 TREES AND SHRUBS Page 8 of 16 B. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose,uniformly fine texture. Roll and rake,remove ridges,and fill depressions to meet finish grades.Finish Grade shall be below finish grade of building for proper drainage away from building. 1. Before planting,obtain Architect's/Engineer or City Agent acceptance of finish grading;Once that approval is granted then the Contractor may install the plantings. Please note any planting installed prior to finish grading approval are subject to rejection. Once plantings are installed restore planting areas if eroded or otherwise disturbed to finish grade. 2. Application of Mycorrhizal Fungi: At time directed by Architect's/Engineer or City Agent,broadcast dry product uniformly over prepared soil at application rate indicated on Drawings. 3. This should be in planting installation section- Excavate pits,beds, or trenches with vertical sides and with bottom of excavation raised minimum of 6 inches at center for proper drainage. 4. Provide following minimum widths: a. 15 gallon containers or larger,2 feet wider than diameter of root ball b. 1 and 5 gallon containers, 6 inches wider than diameter of root ball 5. When conditions detrimental to plant growth are encountered, such as unsatisfactory soil,obstructions,or adverse drainage conditions,notify City before planting. 6. Deliver trees after preparations for planting have been completed and plant immediately. 7. When planting is delayed more than 6 hours after delivery a. Set trees and shrubs in shade. b. Protect from weather and mechanical damage. c. Keep roots moist by covering with mulch,burlap,or other acceptable means of retaining moisture,and water as needed. 8. Lift plants only from the bottom of the root balls or with belts or lifting harnesses of sufficient width not to damage the root balls. Do not lift trees by their trunk as a lever in positioning or moving the tree in the planting area. 9. Remove plastic,paper,or fibrous pots from the containerized plant material. Pull roots out of the root mat,and cut circling roots with a sharp knife. Loosen the potting medium and shake away from the root mat.Immediately after removing the container, install the plant such that the roots do not dry out.Pack planting mix around the exposed roots while planting. 10. Cut ropes or strings from the top of root balls and trees after plant has been set. Remove burlap or cloth wrapping and any wire baskets from around top half of balls. Do not turn under and bury portions of burlap at top of ball. Set balled and burlapped trees in the hole with the north marker facing north. 11. Set root ball on undisturbed soil in center of pit or trench and plumb plant. 12. Place plants at level that,after settlement,natural relationship of plant crown with ground surface will be established. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 329343-9 TREES AND SHRUBS Page 9 of 16 13. When set,place additional backfill around base and sides of ball,and work each layer to settle backfill and eliminate voids and air pockets. 14. When excavation is approximately 2/3 full,water thoroughly before placing remainder of backfill. 15. Repeat watering until no more water is absorbed. 16. Dish top of backfill to allow for mulching. 17. Mulch pits,trenches and planted areas. All trees, shrubs and other plantings will be mulched with mulch previously approved by the City Forester. The mulch on trees and shrubs shall be to the depths shown on the drawing. Mulch must not be placed within 3 inches of the trunks of trees and shrubs. 18. Provide 2 to 4 inch thickness of mulch,work into top of backfill,and finish level with adjacent finish grades. 19. Cover entire root ball. 20. Prune a. Plants shall not be heavily pruned at the time of planting.Pruning is required at planting to correct defects in the tree structure, including removal of injured branches,double leaders,watersprouts, suckers, and interfering branches. Healthy lower branches and interior small twigs should not be removed except as necessary to clear walks and roads.In no case should more than 1/4 of the branching structure be removed.Retain the normal shape of the plant. b. All pruning shall be completed using clean sharp tools. All cuts shall be clean and smooth,with the bark intact with no rough edges or tears. c. Except in circumstances dictated by the needs of specific pruning practices,tree paint shall not be used. The use of tree paint shall be only upon approval of the City Forester. Tree paint,when required, shall be paint specifically formulated and manufactured for horticultural use. 21. Prune trees to retain required height and spread. 22. Do not cut tree leaders,and remove only injured and dead branches from flowering trees. 23. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 24. Inspect tree trunks for injury, improper pruning and insect infestation and take corrective measures. 25. Guy and stake trees immediately after planting. B. Moving Existing Trees 1. Coordinate tree moving and replanting with City Forester during dormant growth season. 2. Provide tree spade of adequate size as directed by City Forester. 3.5 GROUND COVER AND PLANT PLANTING A. Prior to installation mark all tree location and planting locations with paint and contact the Architect's/Engineer or City Agent for approval. Any plantings install without a location approval will be subject to rejection by Agent and plantings may be required to be replaced and relocated at no cost to the City. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-10 TREES AND SHRUBS Page 10 of 16 B. City to inspect all plantings prior to installation. Contractor must schedule an inspection with City Agent 10 business days prior to delivery.Any canceled inspection will require minimum 3 business day notice for rescheduling. C. Before planting,verify that root flare is visible at top of root ball according to ANSI Z60.1. If root flare is not visible,remove soil in a level manner from the root ball to where the top-most root emerges from the trunk. After soil removal to expose the root flare,verify that root ball still meets size requirements. D. Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly; do not break. E. Set container-grown stock plumb and in center of planting pit or trench with root flare 2 inches above adjacent finish grades. F. Use planting soil planting plan for backfill. G. Carefully remove root ball from container without damaging root ball or plant. H. Backfill around root ball in layers,tamping to settle soil and eliminate voids and air pockets. I. When planting pit is approximately one-half filled,water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. J. Place planting tablets in each planting pit when pit is approximately one-half filled; in amounts recommended in soil reports from soil-testing laboratory.Place tablets beside the root ball about 1 inch from root tips; do not place tablets in bottom of the hole. K. Continue backfilling process. Water again after placing and tamping final layer of soil. L. When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope;the edge of the root ball on the downhill side will be above the surrounding soil.Need to provide a detail. See attached M. Apply enough soil to cover the downhill side of the root ball. 3.6 REPAIR/RESTORATION [NOT USED] 3.7 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. City may reject unsatisfactory or defective material at anytime during progress of work. B. Remove rejected trees immediately from site and replace with specified materials. C. Plant material not installed in accordance with these Specifications will be rejected. D. After planting and prior to the Establishment Period,the contractor is responsible for all maintenance and work to be performed. The Contractor is responsible for any landscaping items that die prior to the end of Establishment Period. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-11 TREES AND SHRUBS Page 11 of 16 E. A Final Inspection shall be scheduled between the City and Contractor prior to acceptance and the beginning of the Establishment Period for the landscaping. This can be together or separate from the Final Inspection for the overall project, however should be scheduled within one month of each other. A punch list will made of landscaping items to replace. Upon completion of the punch list,the contractor shall submit in writing that the punch list has been complete and is ready for the establishment period to begin,email is acceptable. The establishment period shall begin upon written confirmation from the City that the punch list is complete, email is acceptable, or 10 business days after Contractor has submitted completion of punch list in writing. 1. During the Establishment Period the contractor is responsible for all maintenance and work to be performed. The Contractor is responsible for any landscaping items that die during the Establishment period. F. During the Establishment Period if a work schedule and frequency are not shown on the Drawings, perform the minimum requirements shown below: 1. General a. The Contractor shall furnish all labor, materials, supplies and equipment required to establish, maintain, and protect the planted and seeded areas, for a one year plant establishment period from date of acceptance of the initial planting operations. However, maintenance activities shall commence immediately after each item is planted or when areas have been seeded. b. The Contractor shall supply a maintenance schedule to the Engineer,thirty(30) days prior to the landscape inspection. The Contractor shall also be responsible for protection of his work during the maintenance period, and shall repair and replace all materials and seeded areas damaged or destroyed within the scope of the Work, regardless of cause. c. The Contractor's staff shall include supervisory personnel experienced in landscape maintenance. The Work Force is to be experienced and familiar with maintaining plant material in subarctic conditions. 2. Watering a. A proposed watering schedule shall be submitted to the Engineer thirty(30) days prior to installation of plant materials. The Contractor shall deep water all trees and shrubs, providing water penetration throughout the root zone to the full depth of the planting pits. b. The Contractor shall deep water all trees and shrubs twice each week during the maintenance period. Watering shall cease at first hard frost in the fall and shall resume upon ground thaw in the spring. c. If at any time during the maintenance period weather conditions(such as extended period with no rain or continuous drying winds)cause the plant root zone to dry out, the Engineer may direct the Contractor to deep water all trees and shrubs. Contractor shall provide supplemental watering immediately and at no additional cost to the Municipality. d. Water application shall be applied at a rate that will provide moisture penetration throughout the entire root zone with a minimum of water run-off. Should soil conditions be encountered that are not conducive to water absorption,the Contractor shall take whatever corrective actions that may be required to correct this condition,without additional cost to the Owner. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-12 TREES AND SHRUBS Page 12 of 16 e. Turf, seeded,bulb areas, and annual flower beds shall be watered at such frequency as weather conditions require to maintain soil moisture within the root zone. When establishing turf and seeded areas,the soil shall be watered often enough to maintain a moist seedbed to promote healthy seed germination resulting in an even and uniform coverage. If the Contractor does not provide adequate watering as required by the Engineer,the Engineer will hire others to perform this task and deduct costs from final payment to the Contractor. 3. Pruning a. Pruning shall only be conducted for repair or as specified by the Engineer. Pruning shall conform to ANSI 300 Standards and shall be done by a certified arborist. Dead, broken, or damaged branches may be pruned at any time. Pruning for form shall begin the year after installation.No tree shall be topped. Any tree damaged by improper pruning shall be replaced by the Contractor. 4. Staking and Guying a. Stakes and guys, where used, are to be inspected and adjusted as necessary throughout the maintenance period to prevent girdling of trunks or branches,and to prevent rubbing that causes bark wounds. Damaged or missing tree stakes shall be immediately replaced by the Contractor at no additional cost to the Owner. Contractor shall remove staking at the end of warranty. 5. Plant Repair and Replacement a. The Contractor shall repair/replace damaged plant materials,regardless of cause, immediately. If City Agent inspects site and notice dead plant material. The contractor shall have 7 business days to replace planting regardless of cause and then notify City of replacement for acceptance and inspection. The Contractor shall catalog all replacement as extended warranties may be required prior to Warranty Period inspection. Repair shall include pruning, guying, staking, etc.,as necessary. Should repair of plant materials reduce their acceptance to less than minimum specified conditions,the Contractor shall replace plants with specified plant replacements at no additional cost to the Owner 6. Fertilization a. If the construction or maintenance period extends into a second growing season, representative soil tests from the project site shall be taken by the Contractor and submitted to an approved testing lab for fertility testing and submitted to the City within 7 business days unless otherwise agreed upon by City Agent. The results of these tests and recommendations for fertilization and limestone application shall be provided to the Engineer and will be the basis for establishing required application rates. All necessary applications shall be completed 30 days prior to Establishment Period begins. b. Formulations will vary according to soil tests 7. Diseases and Pests a. The Contractor shall coordinate with the Engineer in the event that disease, invasive plant infestation,or pest problems are observed on plants within a Project area. The Contractor and the Engineer shall formulate an Integrated Pest Management program to control the disease, invasive plants, or pests. The IPM program can use biological, physical, cultural,mechanical, behavioral, and chemical methods to resolve the issue. Chemical pesticides are to be used only when other options are not feasible or effective. If pesticides are used,the least toxic pesticide to accomplish the task shall be used. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-13 TREES AND SHRUBS Page 13 of 16 b. The Contractor shall apply all materials in complete compliance with all State, Federal, and local regulations, and shall supply the Engineer written proof of their safety and acceptability by State,Federal and Local jurisdictions. c. In the event a"restricted use"pesticide is to be applied,the Contractor shall obtain appropriate permits and certifications (according to current Pesticide Control)from the State of Texas, governing entity. Proof of certification shall be transmitted to the Engineer prior to application of the chemicals. 8. Weeding a. The Contractor shall maintain all areas in a weed-free condition. Weed removal shall be a routine maintenance activity. 9. Cleanup a. The Contractor shall keep the project site clean and free of all trash and excess equipment,materials,rubbish, including plant tags, wire, burlap, ribbon, and all debris found within the Project limits, including all roads and trails utilized during Construction. Cleanup will be one of the conditions to be met prior to acceptance of landscape installation and Final Acceptance. 10. Other Tree and Shrub Maintenance a. To protect coniferous trees during the winter from excessive desiccation, apply an anti-desiccant such as "Wilt-Pruf' (or approved equal)prior to the winter shut-down period. Complete coverage of all foliage is required. 11. Inspection a. The Engineer shall make periodic maintenance inspections of the work. All deficiencies noted shall be corrected within seven(7)calendar days from written notice, at no additional cost to the Owner. All delays beyond the five-day period shall result in an equal number of days added to the one year plant establishment period. b. Six months after the overall project Final Inspection, an Inspection shall be scheduled between the City and the Contractor to review the landscaping. The City will determine which trees and shrubs shall be replaced. The Contractor shall replace the identified trees and shrubs with seven(7)calendar days from written notice, at no additional cost to the Owner. 3.8 FINAL ACCEPTANCE 1. A Final Acceptance Inspection of the landscaping will occur after completion of the one-year plant establishment period. Conditions governing final acceptance of the planted and seeded areas are that, in the opinion of the Engineer, all plants are in a live, uniform, and sound and healthy and flourishing condition; free of disease, insect infestation and physical damage, and free of weeds,rubbish and construction debris. If the Engineer does not accept the improvements, the Contractor shall correct all deficiencies until acceptance is received from the Engineer OR the City may assess a penalty for each tree that is distressed or dead at the end of the establishment period at the rate of$200 per caliper inch of tree (according to specified sizing in construction plans). Up to 3%tree loss(dead or distressed trees),the $200 per caliper inch of tree penalty shall be enforced. If tree loss(dead or distressed trees) is greater than 3%,the Contractor shall be responsible for replacing all dead or distressed trees. All costs associated with correcting the deficiencies or penalties assessed for distressed and dead trees shall be paid by the Contractor without additional cost to the Owner. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-14 TREES AND SHRUBS Page 14 of 16 2. Should required corrections not be made within thirty(30)days after the initial Final Maintenance Acceptance Inspection,the Contractor shall be assessed liquidated damages 3.9 BASIS OF PAYMENT 1. Payment for this Work shall be in accordance with Division 10, Section 10.07- Measurement and Payment, and shall include full payment for all Work described in this Section. Payment for all trees, shrubs,and perennials includes payment for the one year establishment period. Owner will pay the accepted quantity of trees, shrubs and perennials after the Acceptance of Initial Planting Operations, based on seventy percent(70%)of the Contract unit price for the respective pay items. 2. Owner will make two payments for the remaining thirty percent(30%)of the Contract price. One-half of the remaining thirty percent(30%), fifteen percent (15%), shall be paid halfway through the one-year plant establishment and warranty period. The second half shall be paid upon Final Acceptance except as noted below. 1) If damaged trees, shrubs, and perennials are not repaired or replaced as required within fourteen(14)days of written notice,the Engineer may replace or have replaced the damaged items and deduct the cost of said repair or replacement work from the remaining payments. The cost of said repair or replacement work is based on receipts for replacement plants, shrubs,or trees plus ten percent(10%)administrative markup. OR 2) If a penalty shall be assessed for each tree that is distressed or dead at the end of the Establishment and Warranty Period,the penalty shall be assessed at the rate of$200 per caliper inch of tree(according to specified sizing in construction plans)in lieu of corrective actions. The Contractor shall be paid the remainder of the last fifteen percent(15%)less the penalty, or shall be charged if the last fifteen percent(15%) is less than the total penalties. B. An inspection to determine final acceptance will be conducted by City at end of the Establishment and Warranty Period. A punch list will be made of landscaping items to replace. Upon completion of the punch list,the contractor shall submit in writing that the punch list has been complete and is ready for the warranty period to begin, email is acceptable. The warranty period shall begin upon written confirmation from the City that the punch list is complete, email is acceptable, or 10 business days after Contractor has submitted completion of punch list in writing. C. After the Establishment and Warranty Period has ended,the City accepts all maintenance,work and responsibility for all Landscaping Items. 3.10 SYSTEM STARTUP [NOT USED] 3.11 ADJUSTING [NOT USED] 3.10 CLEANING A. During planting work,keep pavements clean and work area in orderly condition. B. Dispose of excess soil and waste in approved location. C. Waste Material Disposal: On-site burning of combustible cleared materials shall not be permitted. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-15 TREES AND SHRUBS Page 15R of 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect planting work and materials from damage due to planting operations. B. Maintain protection during installation and maintenance period. C. Treat,repair, or replace damaged planting work. 3.13 ESTABLISHMENT A. Establishment Period shall be 12 months after verification of satisfactory installation of plants. 3.14 MAINTENANCE A. Maintenance described below shall be required during the establishment period.No maintenance by the Contractor shall be allowed after the completion of the one year establishment period. a. Water trees to full depth a minimum of once each week or as required to promote and establish healthy, vigorous growth. Water other installed plants as required to promote and establish healthy, vigorous growth. b. Prune, cultivate, and weed plants as required for healthy growth. c. Restore planting saucers. d. Plumb leaning trees. Tighten and repair stake and guy supports, and reset trees and shrubs to proper grades or vertical position as required. e. Restore or replace damaged wrappings. f. Spray as required to keep trees and shrubs free of insects and disease. g. Remove all guys and staking prior to one year establishment final inspection. h. Maintain all Chat/DG/Mulch or any other surface ground covers to depth specified in the plans and specs at all times. i. Maintain weed free beds. j. Remove all trash and debris k. Under treat and spray B(5)Contractor must identify any and all diseases and submit to the City a treatment plan for review and approval. 1. Provide a copy of watering schedule to City monthly starting 60 days from the final acceptance or punch list as established by the City. in. The Contractor shall meet with City Inspector for a minimum of 4 inspections during the year. n. Failure of Contractor to perform during the Establishment Period shall entitle the City with hold payments or make demand on Contractor and/or its Surety under either the Performance Bond or Maintenance Bond. o. The Establishment Period and Warranty Period shall stay the same for all Landscaping items at all times. The replacement of a Landscaping item may begin a new Establishment Period or Warranty Period. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,2012 City Project No.00778 32 93 43-16 TREES AND SHRUBS Page 16R of 16 3.15 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.LA—Payment Items removed for tree removal and transplantation;these Items are to be performed in accordance with Section 31 10 00. 12/20/2012 D.Johnson 3.13.A—modified maintenance period to begin 12 months after final acceptance 3.13.13—Modified maintenance period requirements CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised December 20,20I2 City Project No.00778 33 12 10-1 WATER SERVICES 1-INCH TO 2-INCH Page 1 of 16 SECTION 33 12 10 WATER SERVICES 1-INCH TO 2-INCH PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- way, fittings and water meter boxes complete in place, as shown on the Drawings, directed by the Engineer, and specified herein for: a. New Water Service b. New Water Service(Bored) c. Water Meter Service Relocate d. Private Water Service B. Deviations from this City of Fort Worth Standard Specification 1. Section 1.2.A.3 And 1.2.A.4- Removed C. Products Installed but not Furnished Under this Section 1. Water meters for various sizes D. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 5. Section 33 12 25 —Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each new"Water Service"complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each "Water Service"installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-2 WATER SERVICES I-INCH TO 2-INCH Page 2 of 16 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Surface Restoration associated with Meter Box installation and connection, excluding grass(seeding, sodding or hydro-mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2. New Bored Water Service a. Measurement 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each"Bored Water Service"installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings 6) Service line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement removal 10) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass(seeding, sodding or hydro-mulch paid separately) 14) Clean-up 15) Disinfection 16) Testing 1.3 REFERENCES A. Definitions 1. New Service CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-3 WATER SERVICES 1-INCH TO 2-INCH Page 3 of 16 a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 2. New Service(Bored) a. Installation of new 1-inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that lies within 5 feet of the existing meter. 4. Private Service Relocation a. Relocation and reconnection of private service line behind the water meter where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. 5. Lead-free a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International(ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes. e. C 131, Standard Specification for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C 150, Standard Specification for Portland Cement. g. C330, Standard Specification for Lightweight Aggregates for Structural Concrete. h. C857 (RL), Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures i. D883, Standard Terminology Relating to Plastics. j. D1693, Standard Test Method for Environmental Stress-Cracking of Ethylene Plastics 3. American Water Works Association(AWWA): a. C700, Cold-Water Meters- Displacement Type, Bronze Main Case. b. C800,Underground Service Line Valves and Fittings. 4. NSF International(NSF): a. 61, Drinking Water System Components- Health Effects. 5. Reduction of Lead in Drinking Water Act CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 16 a. Public Law 111-380(P.L. 111-380) 6. General Services Administration(GSA): a. RR-F-621 E, Frames, Covers, Gratings, Steps, Sump and Catch Basin, Manhole 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Provide advance notice for service interruptions and meet requirements of Division 0 and Division 1. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data, if applicable: 1. Tapping Saddle 2. Corporation stop 3. Curb Stop 4. Service Line 5. Meter Box 6. Meter Box Lid B. Certificates and Test Reports 1. Prior to shipment of any Water Service components,the manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the components to be furnished comply with all regulatory requirements identified in this Section including: 1) The Reduction of Lead in Drinking Water Act(P.L. 111-380) 2) AWWA C800 3) NSF 61 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Water Services shall meet or exceed the latest revisions of AWWA C800,NSF 61,the Reduction of Lead in Drinking Water Act and shall meet or exceed the requirements of this Specification. 1.10 DELIVERY,STORAGE,AND HANDLING A. Storage and Handling Requirements CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 331210-5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 16 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS A. Water meters for various sizes 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. All materials shall conform to the Reduction of Lead in Drinking Water Act(P.L. 111-380). This Act defines "Lead-free"for pipes and other appurtenances to be less than 0.25 percent lead. b. Water Services shall meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. c. All Water Services components in contact with potable water shall conform to the requirements of NSF 61. C. Materials/Design Criteria 1. Service Lines a. Provide Type K Copper Tubing per ASTM 1388. b. Furnish in the annealed conditions,unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 16 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter(O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch f 0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end. 4) Extend small end of the key there-through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key,key nut and washer such that if the key nut is tightened to failure point,the stem end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for 1 '/2-inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise or counter-clockwise. e. Overall Length 1) 3-5/16 inch+ 1/8 inch for 1-inch diameter 2) 4-1/32 inch+9.32 for 1-inch diameter f. Cylindrical Plug Type 1) Provide O-ring seal at top and bottom. a) O-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-7 WATER SERVICES I-INCH TO 2-INCH Page 7 of 16 3) 1 O-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type 1) Provide O-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U- shaped seal rings backed with 0-rings. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double O-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drinking Water Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per AWWA C700 c. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of meter nut. e. Machine inside and outside of tailpiece. f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. 8. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 c. Provide lead-free branch connections in accordance with the Reduction of Lead in Drinking Water Act. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-8 WATER SERVICES I-INCH TO 2-INCH Page 8 of 16 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed 3) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 4) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Shall be double straps 4) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 5) Straps shall be threaded 5/8 inch(11-NC-2A)for a distance such that'/2 inch remains after clamp is fully tightened on the pipe. 6) Chamfer strap ends to protect the starting threads. 7) The threads shall be full and free from shear. 8) 4-inch and larger pipe shall be in accordance with Section 33 12 25. c. Nuts 1) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts 3) Tapped 5/8 inch(11-NC-2B) d. Gaskets 1) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1 '/2-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with O-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an O-ring seat or a uniform flat drop-in flange gasket surface. 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit connection to 1 '/2-inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly (main body, key, key cap) CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 16 a) Brass material per AWWA C800 b) O-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application of cold water valve grease between the body and the key. f) The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong,well designed,neat in appearance,water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop-in gasket or an O-ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of: 1) Polymer, black polyethylene material as defined in ASTM D883. a) Minimum wall thickness of 3/8-inch throughout with no blowing agents or foaming plastics b) Body shall be black throughout, blended at the time of manufacture, and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/Pre Consumer Recycled Content-verified with a Leed Product Documentation. c) Have a tensile strength greater than 1700 pounds per square inch(psi). d) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. e) Exterior free from seams or parting lines. f) Have crush resistant ribbing along the outside of the box. g) Have a flange around the lid opening to help prevent settling and aide in adjustment to grade. h) Not to be installed in roadway—designed to withstand loading in non- deliberate and incidental traffic only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type II Portland cement, in accordance with ASTM C150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C131 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. Have pipe holes measuring a minimum of 2-1/2"x 3-1/4". e. 1-inch Standard Meter Box (Class A) 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch meter Single or Dual service meter. 2) Polymer a) Size: working of not less than 10 inches x 16 inches, 12 inches high 3) Concrete CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 16 a) Size: working area not less than 10-inches x 16-inches, 12 inches high f. 2-inch Standard Meter Box (Class C) 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. 2) Polymer a) Size: working area not less than 14-inches x 28-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches high g. Bullhead Standard Meter Box (Class B) 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1-inch Single service meter. 2) Polymer a) Size: working area not less than 15-inches x 18-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 18-inches, 12 inches high 12. Meter Box Lid a. Meter Box Lids Shall: 1) Be solid throughout with reinforcing ribs. 2) Have City of Fort Worth `Molly' logo molded into the lid. 3) Bear the Manufacturer's IS (name or logo)and Country of Origin. 4) Be designed both with and without AMI receptacles 5) Have a molded tread-plate 6) Seat securely and evenly inside the meter box and shall not overlap the top edge of the meter box. 7) Have a molded pick bar for use by meter reading tool. 8) Have Automated Meter Infrastructure(AMI)snap locking slide mounts for number of meters/endpoints associated with meter box 9) Have an opening to accept the AMI end-point. Opening shall accommodate an endpoint with a 1-7/8 inches diameter. 10) Have recessed AMI end point area,to alleviate a trip hazard, centered over AMI slide mount. Recess area should be 4-1/2 inches in diameter and 3/8" deep. 11) Have built-in anti-flotation devices. b. Cast Iron or Ductile Iron 1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and meet RRF-621 specification. 2) Shall withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents, ground smooth, and cleaned with shot blasting,to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards of±1/16 inch per foot. 5) Shall have a plug inserted in to the AMI receptacle to avoid water entering through opening until the AMI receptacle is used 6) Be a minimum of 1-3/4 inches thick at reinforcing ribs. 7) Casting weights may vary f5 percent from drawing weight per industry standards. c. Plastic(Composite) 1) The lid shall : a) Constructed of Engineered Plastic as defined in ASTM D883 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 1210-11 WATER SERVICES 1-INCH TO 2-INCH Page 11 of 16 (1) Have a molded recycled emblem with a minimum of 50 percent Post Consumer Recycled and 50 percent Post Industrial/Pre Consumer Recycled Content-verified with a Leed Product Documentation. (2) Be designed to fit a concrete box/cast iron box in retrofit installations. (3) Have a tensile strength greater than 1700 psi. (4) Have a `knock-out"plug to accept the AMI end-point. Knock-out diameter shall be 1-7/8 inch diameter. A removable plug may be substituted for the knock-out plug. (5) Be constructed out of a composite material blend for maximum durability and corrosion resistance. (6) Be black throughout with no blowing agents or foaming plastics (7) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. (8) Exterior free from seams or parting lines. (9) Have a molded tread-pattern-tread dimensions shall be .188-inch x .938-inch x .150-inch deep. (10) Have"City of Fort Worth"molded into the lid. (11) Have"Water Meter"molded into the lid-Font shall be standard Fadal CNC font with 1-inch characters x .150-inch deep. (12) Have a molded pick hole pocket-dimensions shall be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod. (13) Have 2 pieces of/2-inch rebar located in lid pockets for locatability as shown in Drawings. (14) Have location capability using metal detector. b) Domestic Manufacture Only-Made in USA molded on Lid. c) Not to be installed in roadway or parking area d) Be designed to withstand H-10 loading for non-deliberate and incidental traffic only as . e) Have ultraviolet protection. 2) 1-inch Standard Plastic Meter Box Lid(Class A) a) For use with services utilizing 5/8-inch x3/4-inch, 3/4-inch or 1-inch meter Single or Dual service meter. b) Size: 11-7/8-inch x 17-7/8-inch, 1-1/2 inches high c) For use with Class A Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 3) 2-inch Standard Plastic Meter Box Lid(Class C) a) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high c) For use with Class C Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 4) Bullhead Standard Plastic Meter Box Lid(Class B) a) For use with services utilizing two 5/8-inch x3/4-inch or 3/4-inch or f- inch Single service meter: b) Size: 16-5/8-inch x 14-5/8-inch, 1-3/4 inches high c) For use with Class B Standard Meter Box. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 16 d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip 1 '/z-inch and 2-inch Water Services with a horizontal check valve, with pipe plug, only if specified in the Drawings. b. If an existing backflow preventer is present,the Contractor is to leave it, and is not required to provide an additional horizontal check valve. c. Provide lead-free horizontal check valves in accordance with the Reduction of Lead in Drinking Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option,the manufacturer shall be required to provide certification records showing conformance of materials, design and testing to these Specifications. 2. The test procedures shall conform to AWWA C800. a. In the event that a chosen valve fails the City's hydrostatic test,the cost of the test shall be at the expense of the supplier. b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. These tests will be the basis of acceptance or rejection of the remainder of the shipment by the City. 3. The City reserves the right to select products at random for testing. The failure of materials to conform to the applicable Specification may result in the rejection of the entire shipment. B. Marking 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon showing: a. Manufacturer's name b. Type c. Size of Pipe PART 3 - EXECUTION 3.1 INSTALLERS A. A licensed plumber is required for installations on the outlet side of the service meter. 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 16 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 feet or wider, or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb,unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line,tap, and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter, unless otherwise directed by the City. 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the pipe. 2. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash—during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Service Line Installation 1. Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service taps and/or tap assemblies of the specified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water system that is either uncharged or under pressure. d. Taps consist of- 1) £1) For Concrete Pressure Pipe or Steel Pipe a) Standard internal pipe threaded holes in the pipe walls (1) Made during pipe fabrication (2) Provide tapered threaded outlet with cc threads for up to 2-inch. (3) Provide flange outlet with flange to thread insulator adaptor kits for 4-inch and larger taps. 2) Other pipe materials a) Bronze service clamp with a sealed,threaded port through which the pipe wall is drilled to complete a service port e. Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: a) Copper tubing terminating as shown on the City's Standard Detail b) May be required adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for installing gate valve. 2) Chlorination and testing purposes CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 16 a) No separate payment will be made for taps required for testing and chlorination. 2. Installation of Water Services a. Install tap and Service Line in accordance with City Details. b. Install meter box in accordance with City Details. 1) Adjustment of the Service Line to proper meter placement height shall be considered as part of the Meter Box installation. 3. Trenching a. Provide a trench width sufficiently wide to allow for 2 inches of granular embedment on either side of the Service Line. 4. Bored Services a. Services shall be bored utilizing a pilot hole having a diameter V2 inch to 3/4 inches larger than the Service Line. 5. Arrangement a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and other associate appurtenances as shown in the City Detail, and to the approval of the Engineer. 6. Service Marker a. When Meter Box is not installed immediately subsequent to service installation: 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the service and extending through the backfill approximately 6 inches above ground at the Meter Box location. b. Installation of service taps only: 1) Attach service marker tape to the corporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap location. 7. Corporation stops a. Fully open corporation stop prior to backfill. D. Removal of Existing Water Meters 1. Remove, tag and collect existing Water Service meter for pickup by the City for reconditioning or replacement. 2. After installation of the Water Service in the proposed location and receipt of a meter from the City inspector, install the meter. 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-15 WATER SERVICES 14NCH TO 2-INCH Page 15 of 16 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 33 12 10-16 WATER SERVICES 1-INCH TO 2-INCH Page 16 of 16 Revision Log DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A.—Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking 12/20/2012 D.Johnson Water Act—All materials shall be lead free in accordance with this Act. 1.2.A.3—Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.B.—added certification submittals for compliance with regulatory requirements Added the phrase`,including grass'to lines; Part 1, 1.2.A.1.c.14,Partl, 1.2.A.2.c.13,Part 1, 1.2.A.2.c.13,Part 1,1.2.A.3.c.11, 2/13/2013 F.Griffin Partl, 1.2.A.4.c.I I Added the phrase`and replacement'to line Part 1,1.2.A.4.c.7 Revised lines with`including grass'replacing with`excluding grass(seeding, 4/26/2013 F.Griffin sodding or hydromulching paid separately)' Included in Part 1, 1.2,A, 1,c, 14; Part 1, 1.2,A,2,c, 13;Part 1, 1.2,A,3,c, 11; Part 1, 1.2,A,4,2, 11 6/19/2013 D.Johnson 1.2.A.4.c—Addition of private water service appurtenances relocation to being included in the linear foot price of private water services 11/21/2016 W.Norwood Require meter box suitable for AMI meter.2.2,C, 11&2.2,C,12 11/21/2016 W.Norwood Require service saddle with double straps.2.2,C,9,b 2/14/17 W.Norwood 2.2,C,9.a.3 Remove table"Fit Contour of pipe..." 2/14/17 W.Norwood 3.4,C, l.d.(2)Remove nylon sleeve inserts,require cc threads. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised February 14,2017 City Project No.00778 APPENDIX GC-4.02 Subsurface and Physical Conditions • Geotech Report(CMJ Engineering,February 2008,Project No.456-08-04) • Geotech Report(CMJ Engineering,January 2017,Project No. 131-16-157) • Brennan Avenue Pavement Cores(HVJ Associates, December 2016,Project No. DG1610331) GC-4.04 Underground Facilities • S.U.E. Plan Sheet—Work Performed by Gorrondona&Associates Inc. October, 2015 (See Construction Plan Sheet 3) GC-6.06.D Minority and Women Owned Business Enterprise Compliance • MBE Special Instructions • MBE Subcontractor-Supplier Utilization Form • MBE Prime Contractor Waiver Form • MBE Good Faith Effort • MBE Joint Venture GC-6.07 Wage Rates • Heavy &Highway Construction Prevailing Wage Rates 2013 GR-01 60 00 Product Requirements • City Approved Method and Approved Product • City of Fort Worth Water Department Products List(January,2017) • Curlex Turf Reinforcement Matting • Curlex Channel Application Detail • Articulated Concrete Block • P550 Turf Reinforcement Matting CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No,00778 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 GEOTECHNICAL ENGINEERING STUDY ARCH AND BOX CULVERTS LEBOW CHANNEL FORT WORTH, TEXAS Presented To: GM Enterprises February 2008 PROJECT NO. 456-08-04 7636 Pebble Drive vcmi ENGINEERING, INC. Fort Worth,Texas 76118 www.cmjaw.com February 26, 2008 Report No. 456-08-04 G.M. Enterprises 7098 Mansfield Highway Kennedale,Texas 76060 Attn: Mr. Glenn Morales GEOTECHNICAL ENGINEERING STUDY ARCH AND BOX CULVERTS LEBOW CHANNEL FORT WORTH, TEXAS Dear Mr. Morales: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 07-1858 (Revision 2) dated January 24, 2008. The geotechnical services were authorized on January 25, 2008. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service to GM Enterprises and Teague Nall and Perkins, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING INC. .�'(fc OF.TF�1 v� P. ;S v v ! Rp.A / J. .SAPPINGTON,IV 111 QQ ......................... Jam P. Sappington, IV, P.E.4 0'.,(/C7 p G\`aZ�" a es acksonr . Proje t Engineer 4�®Sj�NALE�= Senior Geotechnical Consultant Texas No. 97402 Texas No. 46088 copies submitted: (1) Mr. Glenn Morales;GM Enterprises (3) Mr. Michael Wellbaum, P.E.;Teague Nall and Perkins, Inc. Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS Paae 1.0 INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose and Scope 1 1.3 Report Format 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2 2.1 Field Exploration 2 2.2 Laboratory Testing 3 3.0 SUBSURFACE CONDITIONS 3 3.1 Soil Conditions 3 3.2 Ground-Water Observations 4 4.0 BOX CULVERT RECOMMENDATIONS 5 4.1 General Foundation Considerations 5 4.2 Straight Shaft Design Parameters(N.E.28"'Street and Brennan Avenue) 5 4.3 Mat Type Foundation(Dewey Street) 8 4.4 Mat Type Foundation Construction 8 4.5 Lateral Earth Pressures 9 4.6 Wall Backfill Material Requirements 11 4.7 Below-Grade Drainage Requirements 11 5.0 EARTHWORK - 12 5.1 Site Preparation 12 5.2 Excavation Considerations 12 5.3 Placement and Compaction 13 5.4 Erosion and Sediment Control --14 6.0 CONSTRUCTION OBSERVATIONS 14 7.0 REPORT CLOSURE - 14 APPENDIX A Plate Plan of Borings A.1 Unified Soil Classification System A.2 Key to Classification and Symbols A.3 Logs of Borings A.4-A.6 Summary of Laboratory Test Results A.7 Free Swell Test Results ---;.8 1.0 INTRODUCTION 1.1 Project Description This report presents the results of a geotechnical study for three culverts planned in the Stockyards area of Fort Worth, Texas. The new culvert crossings are located at Brennan Avenue, N.E. 2e Street and Dewey Street, just east of Decatur Avenue along LeBow Channel. Culverts are understood to consist of both arch- and box-type culverts. The culvert bases will be approximately 8 to 12 feet below pavement grade. Plate A.1 depicts the project location and location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types culvert foundations, and provide earthwork recommendations. 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 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. The design is currently in progress and the locations and/or elevations of structures could change. Once the final design is near completion (80- to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No.456-08-04 CMJ ENGINEERING,INC 1 Units used in the report are based on the English 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), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by three borings drilled to depths of 20 to 30 feet at each culvert location. The borings were drilled using truck mounted drill equipment at the approximate locations shown on the Plan of Barings, Plate A.I. The boring logs are included on Plates AA through A.6, and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-1 32-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respected test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting Report No.456-08-04 CMJ ENGINEERING,INC 2 penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground-water observations during and after completion of the borings are shown on the upper right of the boring log. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve) moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification, moisture content, strength, and unit weight tests conducted for this project are included on the boring logs and on Plate A.7, Summary of Laboratory Test Results. Three swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of the proposed culverts. The results of the swell tests are presented on Plate A.B. The above laboratory tests were performed in general accordance with applicable ASTM or U.S. Army Corps of Engineers procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Asphalt pavement is present at the surface in Boring B-2 and is 7 inches in thickness. Fill materials are noted in Borings B-1 and B-2 to depths of 3 to 5 feet. The fills consist of brown, dark brown, and light brown sandy clays with gravel, calcareous nodules, and brick fragments. Natural overburden soils consist of various brown, light brown, dark brown, and light grayish brown silty clays and sandy silty clays. Light brown and brown shaly clays are present at 5 feet in Boring B-1, containing limestone seams. The various overburden soils contain calcareous nodules and Report No.456-08-04 CMJ ENGINEERING,INC 3 ironstone nodules with limestone fragments in selected reaches. Abundant limestone fragments are noted from 3 to 5 feet in Boring B-3. The clayey soils are generally stiff to hard with pocket penetrometer values of 1.5 to over 4.5 tsf. Soft to firm soils are noted below 19 feet in Boring B-3, with pocket penetrometer values of 0.5 and 1.0 tsf. The Liquid Limit and Plasticity Index of the tested materials ranged from 41 to 72 and 26 to 47, respectively. Tested dry unit weight and unconfined compressive strength values varied from 98 to 118 pcf and 970 to 7,320 psf, respectively. Gray shale is next present in all borings. The shale is present at a depth of 10 feet below existing ground in Boring B-1 and at depths of 23 to 25 feet in Borings B-2 and B-3. The gray shale contains very hard limestone seams, and is therefore variably soft to very hard (rock basis), with Texas Cone Penetrometer (THD) values ranging from 0.1 inch to 6.5 inches of penetration for 100 hammer blows. The Atterberg Limits tests indicate the clays encountered at this site are moderately active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction)with fluctuations in their moisture content. Results of free swell testing indicate low to moderate potential for moisture induced volume change from present in-situ moisture conditions. 3.2 Ground Water Observations The borings were advanced using auger drilling methods in order to observe ground-water seepage levels. Borings B-2 and B-3 encountered ground-water seepage at 13 to 14 feet during drilling and water at 13 to 19 feet at drilling completion. Boring B-1 was dry at completion. Fluctuations of the ground-water level 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. The possibility of perched ground water within granular, more permeable zones exists. Due to the variable subsurface conditions long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometers or observation wells, which are sealed to prevent the influence of surface water. Report No.466-08-04 CMJ ENGINURING,INC 4 4.0 BOX CULVERT RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation bearing strata. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. The recommended foundation alternatives for the proposed culverts are discussed below. The moisture induced volume changes associated with the active to highly active clays present at this site indicate that shallow or near surface footings could be subject to differential movements of a potentially detrimental magnitude. In addition, potential for encountering ground-water during construction is probable at Borings B-2 and B-3. Based on the anticipated column loads a deep foundation system transferring column loads to the unweathered gray shale is considered the most positive foundation system. Straight drilled reinforced concrete shafts penetrating the unweathered gray shale offer a positive foundation system and are recommended. Given the relatively shallow presence of gray shale in Boring B-1, consideration may be given to supporting the culvert atop a shallow spread foundation at this location. 4.2 Straight Shaft Design Parameters (N.E. 28th Street and Brennan Avenue) 4.2.1 Design Criteria Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are outlined below. Specific recommendations for the construction and installation of the drilled piers are included in the following section, and shall be followed during construction. Bearing Stratum Gray SHALE with LIMESTONE seams Depth of Bearing Stratum: Approximately 23 to 25 feet below existing grades Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 3 feet. Allowable End Bearing Capacity: 12,000 psf Allowable Skin Friction: 2,200 psf for compressive loads and 1,400 psf for tensile loads. Neglect the required minimum penetration of 3 feet in skin friction. Report No.466-08-04 CMJ ENGINEERING,ING 5 The maximum ratio of overall shaft length to shaft diameter is 20:1. The above values contain a safety factor of three (3). Drilled shafts should extend through any weathered shale zones and bear only in competent, unweathered gray shale. A minimum pier diameter of 18 inches is recommended. For lateral shaft resistance, an allowable passive resistance of 2,000 psf may be considered in the unweathered gray shale. An allowable passive resistance of 500 psf may be considered in the overlying clay soils. However, lateral shaft resistance in the overlying clays should be neglected above a depth of 8 feet where pavement or slabs are not present. It should be anticipated that ground-water seepage above the bearing stratum will be encountered during installation of the straight shafts. Temporary casing will be required for proper installation of the shafts. In order to develop full load carrying capacity in skin friction, adjacent shafts should have a minimum center-to-center spacing of 3 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case-by-case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 3 diameters to 50 percent of the design value at 1.0 diameter. Settlements for properly installed and constructed straight shafts in the unweathered gray shale with limestone seams will be primarily elastic and are estimated to be one inch or less. 4.2.2 Soil Induced Uylift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the clay soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-situ moisture levels at the time of construction. For design purposes, an uplift load of 1,200 psf over a shaft length of 10 feet is estimated. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. Report No.456-08-04 CMJ ENGINEERING,INC 6 4.2.3 Drilled Shaft Construction Considerations Drilled pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the shaft excavation into the bearing layer • The base and sides of the shaft excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing. If casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water. Based on ground-water conditions encountered during field operations for this study, it should be anticipated that temporary casing will be required for proper installation of some shafts. Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drifted pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. Excavations for the shafts should be maintained in the dry. It should be anticipated that ground- water seepage will be encountered during shaft installation of all straight shafts and that temporary casing will be required for all straight shafts for proper shaft installation. The casing should be seated below the zone of seepage with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. Report No.456-08-04 CMJ ENGINEERING,INC 7 A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. It should be anticipated that hard to very hard zones can be present in the tan limestone. The hard to very hard layers can complicate pier drilling operations. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry' as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. 4.3 Mat Type Foundation (Dewey Street) Reinforced concrete mat type foundations may be used to support structural loads of the culvert at this location. Consideration may also be given to utilizing straight drilled reinforced concrete shafts penetrating the gray shale as detailed in Section 4.2. Individual footings (square, round or rectangular) should be situated at a minimum depth of 2 feet within the gray shale, and may be proportioned using an allowable soil bearing capacity of 8,000 pounds per square foot (psf) while continuous footings at the same depth may utilize an allowable bearing pressure of 6,000 psf. The above design values contain a safety factor of 3. These bearing values assume that the excavation base is dry and little to no disturbance of the bearing materials is allowed. Individual footings should maintain a minimum width of 3 feet and continuous footings should maintain a minimum width of 18 inches, but must be wider as required, based upon allowable bearing capacities given above. Circular, auger-excavated footings may be considered, in order to expedite construction. Continuous spread foundations are defined as those having a length to width ratio greater than 10. The base of all excavated footings shall be inspected by a geotechnical engineer or geotechnician under his or her supervision to assure that the bottom is firm, level and free of loose soil material and/or debris. 4.4 Mat Type Foundation Construction Mat type foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: Report No.456-08-04 CMJ ENGINEERING,INC 8 • Identification of bearing materials • Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • When seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a mat type foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changed in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface_ If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a "mud slab" should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 4.5 Lateral Earth Pressures 4.5.1 General The below grade walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water table. Report No.456-08-04 CMJ ENGINEERING,INC 9 4.5.2 Equivalent Fluid Pressures Lateral earth pressures on below grade and retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 4.5.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-rest and active earth pressure conditions. Rigid walls are not anticipated to develop enough movement to mobilize active earth pressures. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent. For the select fill or free draining granular backfill, these values assume that a "full" wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. TABLE 4.5.2-1 — Equivalent Fluid Pressures At-Rest Equivalent Active Equivalent Backfill Material Fluid Pressure(pcf) Fluid Pressure(pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill 100 110 90 100 material Select fill or on-site soils meeting 75 100 55 90 material specifications Free draining granular backfill 55 90 35 80 material 4.5.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge Report No.45"8-04 CMT ENGINEERING,INC 10 intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 4.6 Wall Backfill Material Requirements Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. Select Fill Behind Walls: All wall select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor Density. On-Site Soil Backfill: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor Density. 4.7 Below-Grade Drainage Requirements The design recommendations presented above assume hydrostatic pressure will not develop behind the retaining wall. In order to achieve the "above water table" condition for lateral earth pressure for low-permeability walls (concrete, masonry, etc.), a vertical drainage blanket or Report No.456-08-04 CMJ ENGINEERING,INC 71 geocomposite drainage member must be installed adjacent to the wall on the backfill side. In conjunction with below grade walls associated with the structure a collection pipe situated a minimum of 12 inches below the bottom of the slab is recommended. The drainage must be connected to an outlet drain at the base of the wall, or to the sump/pump system. Drainage could be provided using a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered to minimize the potential for erosion through these drains, and /or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. In order to achieve the "drained" condition, the entire backfill material must be free draining, or the backfill-wall geometry must be such that the backrill will not become saturated from rainfall, ground water, adjacent water courses, or other sources. 5.0 EARTHWORK 5.1 Site Preparation 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 excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 5.2 Excavation Considerations The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. It is anticipated that ground water may be present in some of the excavations, as previously discussed. Report No.456-08-04 CMJ ENGINEEMG,INC. 12 Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.3 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field densty test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2.,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 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 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. Report No.456-08-04 CMJ Ew NEERmc,INc 13 5.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, 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 borings. However, quite often during construction, anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe any additional earthwork and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of 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 phase observation and materials observation commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The borings for this study were selected and staked by CMJ Engineering, Inc. using approximate taping methods from existing topographic features. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are Report No.456-08-04 CMJ ENGINEERING,ING 14 believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures, were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain. a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review Report No.456-08-04 CMJ ENGINEERING,INC 15 our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. The scope of services also did not include any assessment of the site for suitability for the proposed construction or use, related to items or conditions other than those specifically addressed in this report. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of the GM Enterprises and Teague Nall and Perkins, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.456-08-04 CMJ ENGINEERING,INC 16 1 ` I � r r 11 � D I i 1 \ zT1 Proposed —' T 7 I Culvert M gExisting Box Culvert NE 28TH STREET Existing M I I DEWEY STREET Culver 0 `III B-1 _ + -� 1- — m Proposed Culvert -se- rn I s DEWEY STREET CULVERT NE 28TH STREET CULVERT c rn z / I I cn —+ Proposed CulertoT N#/N VEN g,RE �r B-3 Existirtg Culvert N I LEGEND. * Boring Locotion BRENNAN AVENUE o 50 100 feet Approximate Scale PLAN OF BORINGS CM J.M44CM-MERING.INC. ARCH AND BOX CULVERTS PLATE LEBOW CHANNEL A.j CMJ PROJECT No. 456-08-04 FORT WORTH, TEXAS Major Divisions Sym. Typical Names Laboratory Classification Criteria ° Well-graded gravels,gravel- m DW (D�x PS co o, c GW sand mixtures, little or no y C"=— greater than 4: Cc=— between 1 and 3 y p fines 8 010 Deo x Ceo C 10 ahU — m m Poorly graded gravels, gravel L N m U V GP sand mixtures, little or no �' co U N Not meeting all gradation requirements for GW m .y fines m a 0 c o o m � m .' Liquid and Plastic limits o w z c o Silty gravels,gravel-sand-sift _d q ° " Liquid and plastic limits N t r E w GM mixtures Z below A line or P.1. plotting in hatched zone d t m ° greater than 4 Z -- c o .� m between 4 and 7 are y o CO to w dao "°—' ; Liquid and Plastic limits borderline cases y S o a GC Clayey gravels,gravel-sand- c s o, above"A"line with P.I. requiring use of dual g a day mixtures z c symbols �i f� �- ¢ c z greater than 7 c rnW E L_ H .. O m O m Well-graded sands,gravelly "- ' m D60 (� La m 1° c SW m a C„=—greater than e: C�= between 1 and 3 ME c sands,little or no fines m E D,o D'o x Dao US y 9c � o w 0 'F _m m Poorly graded sands; m` .y 09 SP gravelly sands, little or no c o � Not meeting all gradation requirements for SW m J r y m > fines m ' kV C t (a 0 �7 O m m LO U w co $ d v, c rn co % m a`) Liquid and Plastic limits c ° Z c 'o SM Silty sands,sand-sift - - N below"A"line or P.I.less E o mixtures t! 88 E I ,* T Liquid and plastic limits M ° ° o o than 4 plotting between 4 and 7 ID 3 c a o J are borderline cases i3 5-p Liquid and Plastic limits requiring use of dual o W a SC Clayey sands, sand-Gay E q w above"A"line with P,1. symbols g ¢ mixtures S a' o greater than 7 S f.1 Inorganic silts and very fine sands, rock flour,silty or ML clayey fine sands, or clayey ^ t silts with slight plasticity s y Inorganic clays of low to y m medium plasticity,gravelly 8 y CL clays, sandy clays,silty clays, s N r _ and lean clays o CH Z a � Organic silts and organic silty 4 t OL clays of low plasticity N r � C HE 3 Inorganic silts,micaceous or MH diatomaceous fine sandy or A OH a d MH cyr t silty soils,elastic silts 2 •�' LL leo E 3 CL CH Inorganic clays of high s y plasticity,fat clays c E 7 ML a id OL o R' OH Organic days of medium to °0 10 20 30 40 so so 70 80 so 100 g _J high plasticity,organic silts Liquid Limit U M o Pt Peat and other highly organic Plasticity Chart 0 N soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE • :•SAND : SANDY = SHALE * .Mom • - SILT SILTYa r. SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Remvery TERMS DESCRIBING CONSISTENCY, CONDITION,AND STRUCTURE OF SOIL Fine Grained Soils (More than 50%Passing No_200 Sieve) Descriptive Item Penetrometer Reading,(tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blowstfoot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. 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 Extremely Weathered Complete color change with consistency,texture, and general appearance approaching soil KEY T0 CLASSIFICATION AND SYMBOLS PLATE A.3 DRILLING LOG 1 Of 1 County Tarrant Hole 8-1 District Fort Worth WlnCore Highway SH 183 Structure Arch and Box Culverts Date 02119108 Version 3.0 CS.1 Fort Worth DOE 6683 Station 2+60 Grnd.Elev. 661.00 It Onset 16 GW Elev. WA Elev. L Texas ConeTriaxial Test Proernes (ft) 0 Penetrometer Strata Description Lateral DeviatorWet Additional Remarks Press. Stress MC LL PI Dan. O CLAY,sandy,brown,w/calcareous nodules,gravel,and brick fragments, 14 9M to very stiff (till)(CL) 14 Is 44 26 13 566.0 5 CLAY,shaty,light brown and brown, 000 wl limestone seams,very stiff to hard (CH) -000 551.0 10-2SHALE,gray,wl limestone seams,soft to moderately hard 15 60 2 50 1.6 541.0 20 50 3 50 1.7 26- 30- Remarks: 530Remarks:Dry during drilling;dry at completion The ground water elevation was not determined during the course of this boring. PLATE A.4 Driller:D.Smith Logger.N.Smith Organization:GM Enterprises y:vt%'04 4WVXn egPj 4 DRILLING LOG ' °" f_..= County Tarrant Hole B-2 District Fort Worth WlnCore Highway SH 183 Structure Arch and Box Culverts Date 02118!08 Version 3.0 CSJ Fort Worth DOE 5683 Station 3+15 Gmd.Elev. 550.00 it Offset 10 GW Elev. 537.00 it Elev. L Texas Cone Triaxial Test Properties O Strata Description Lateral Deviator wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. t i CLAY,sandy,dark brawn,brown,and light brown,w/gravel and calcareous nodules,hard (fill)(CL) 547.0 CLAY,silly,brown,w/calcareous 10 nodules and Ironstone nodules,very 20 43 26 stiff(CL) 5 186188 542.0 CLAY,sandy,silty,light brawn,w/ 14 60 30 119 calcareous nodules and limestone 16 136 UC=7,320 psf 7 6 11 6 fragments,hard(CL) 10 stiff,13'to 23' 17 137 UC=870 psf 15 31 8 33 6 20 3835 i 527.0 SHALE,gray,w/limestone seams and layers,very hard 25 60 0.1 60 0 soft,25'to 30' 620.0 30 50 4 50 2.6 Remarks:7-Inch thick asphalt present at the surface;groundwater seepage at 13'during drilling;water at 13'at completion PLATE A.5 Driller:D.Smith Logger:N.Smith Organization:GM Enterprises jr W56-0&04 w n wra qN DRILLING LOG 1 Of 1 County Tarrant Hole B-3 District Fort Worth WinCore Highway SH 183 Structure Arch and Box Culverts Date 02/19108 Version 3.0 CS.) Fort Worth DOE 5683 Station 2+30 Grnd.Elev. 534.00 ft Offset 0 GW Elev. 520.00 ft Triaxial Test Properties Elev. G Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Prow. Stress MC LL PI Den. (psi) t CLAY,sandy,silty,dark brown,wl calcareous nodutes and limestone 17 fragments,very stiff to hard(CL) 10 43 29 12 wl abundant limestone fragments,3'to V 5 grades brown at 5' 10 Y, 30 41 27 124 520.0 CLAY,silty,light grayish brown and 15 brown wl calcareous nodules and UC 5,240 f Ironstone nodules,sttff(CL) grades light brown and brown, wl gravel,soft to firm,l4'to 25' 20 21 138 UC s 1,750 psf 00 508.0 25 SHALE,gray,w/limestone seams,very 13 hard 504.0 30 60 0.2 60 0.1 Remarks:Seepage at 14'during drilling;water at 19'at completion PLATE A.6 Driller.D.Smith Logger:N.Smith Organization:GM Enterprises ru5648.04 WftM gvi m � t 0C) 00 C C N CO F, N � C C CA r O V co C 00 � N IL z° m > � m IL N N N co N N N W E0 Lm a c LD o W JZ LU aJJ o N � N CL > W ' m LU -JZV V O Z O Q J J J V Z M m ad � 0 -J co w ao 0 Z3 a o) 3 1 .. o U. YES Oo `r"n + + Ino + ,no O + + + o 'r' aLo M O i i- i% Ln In Nr- Un N Ln LA W) N N fM MCMCMv 1414CM1 � N � Mvi — C3 CL c m CL 2 +. c +�+ vItOOMv 0 t- OOIWODt- N t- aNaMr- M � C � � � � � NN T- C-4 N rr � � MNN o o a � .. � NCMIT0000 Mv000 � N � NfM00 � NN � Q .�. O � NMi-- J ONMl� OOMCn O � NI� C � r r r r N m ` t N M LuE m m m m Z PLATE A.7 FREE SWELL TEST RESULTS Project: GEOTECHNICAL REPORT ARCH AND BOX CULVERTS LEBOW CHANNEL FORT WORTH, TARRANT COUNTY, TEXAS Project No.: 456-08-04 r B-1 7-8 Shaly Clay 72 25 47 24.0 - 1.8 B-2 7-8 Silty Clay 50 20 30 14.2 15.1 0.4 B-3 9-10 Sandy Silty 41 14 27 30.5 - 0,0 Clay Free swell tests performed at approximate overburden pressure CMJ ENGINEERING,INC. PLATE A.8 GEOTECHNICAL ENGINEERING STUDY LEBOW CHANNEL RETAINING WALL SOUTH OF BRENNAN AVENUE FORT WORTH, TEXAS Presented To: Teague Nall and Perkins, Inc. January 2017 PROJECT NO. 131-16-157 7636 Cmi ENGINEERING, INC. Fort Worth,Pee Drive1 www.cmjengr.com January 10, 2017 Report No. 131-16-157 Teague Nall and Perkins, Inc. 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 Attn: Mr. Keith Burkholder, P.E. GEOTECHNICAL ENGINEERING STUDY LEBOW CHANNEL RETAINING WALL SOUTH OF BRENNAN AVENUE FORT WORTH, TEXAS Dear Mr. Burkholder: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 16-6172 dated August 22, 2016. The geotechnical services were authorized by Mr. Ty Hilton, P.E. on September 13, 2016. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Teague Nall and Perkins, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, > CMJ ENGINEERING,INC. �AAAF•TFq 1) TEXAS FIRM REGISTRATION NO.F-9177 r�'•' .s �+ ../ JAMES P.SAPPINGTON, IV j ... 60 97402 .....:4�.i + c- E _�.. James P. Sappington, IV P.E. Al Al �:•' Senior Engineer dog t•t Texas No. 97402 copies submitted: (2) Mr. Keith Burkholder, P.E.; Teague Nall and Perkins, Inc. (mail and email) Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION-- --- —1 1.1 General—_ 1 1.2 Purpose and Scope 1 1.3 Report Format 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING-- -------2 2.1 Field Exploration — --2 2.2 Laboratory Testing --3 3.0 SUBSURFACE CONDITIONS--------------- --------------------------3 3.1 Soil Conditions -3 3.2 Ground-Water Observations ------ 4 4.0 RETAINING WALL -------____-5 4.1 General Retaining Wall Considerations-----------------------------------------------------------5 4.2 Retaining Wall Foundations------------- - -----------_________w—_—_—______--_--__5 4.3 Lateral,Earth Pressures - -----8 4.4 Wall Backfill Material Requirements 10 4.5 Below-Grade Drainage Requirements11 4.6 Abutments ------------------------------------------_--_-----------__—_-----_______--------- 12 5.0 EARTHWORK---- ------ 12 5.1 Site Preparation------------------------_______-------------—----_-_______w.______________�__ 5.2 Placement and Compaction----_------------------------------------------------------------------- 12 5.3 Excavation 5.4 Erosion and Sediment Control ------14 6.0 CONSTRUCTION OBSERVATIONS14 7.0 REPORT CLOSURE 15 APPENDIX A Plate Plan of Borings - ------ — ------------ A.1 Unified Soil Classification System ---A.2 Key to Classification and Symbols - ---A.3 Logs of Borings A.4—A.5 Free Swell Test Results--------- ------ --- ------------------------- -----A.6 Report No.131-16-167 CMJ ENGINEERING,INC. 1.0 INTRODUCTION 1.1 General The project, as currently planned, consists of a new retaining wall on the order of 160 feet long with maximum heights of 4 to 5 feet. The new wall will be located along the east side of Lebow Channel approximately 400 feet south of Brennan Avenue and east of Peak Street within Trail Drivers Park in Fort Worth, Texas. Global slope stability considerations and analyses were not conducted and are excluded from this investigation. Plate A.1, Plan of Borings depicts the project vicinity and location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and provide recommendations for wall foundations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling a sample boring to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations. The design is currently in progress and the locations and/or elevations of structures could change. Once the final design is near completion (80- to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No.131-18-157 CMJ ENGINEMUNG,INC 1 Units used in the report are based on the English 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), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by a total of two (2) borings drilled to a depth of 30 feet below existing grade. The borings were drilled using continuous flight auger methods at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 and A.5 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, lagged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely failing 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is Report No.131-16-157 CMJ ENGWEmur4G,INC. 2 tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground-water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the boring. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring log. Free swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential in the area of proposed construction. The results of the swell tests are presented on Plate A.6. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice, 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphies encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Report No.131-16-157 CMJ ENGWEERING,INC 3 Natural soils encountered in the borings consist of dark brown, light brown, tan, and gray silty clays, shaly clays and clays. Limestone fragments, occasional limestone seams, and pebbles are present within the clays above 4 feet. Tan fractured limestone is present within the clays at a depth of 4 feet in Boring B-1. The tan fractured limestone is 3 feet thick and moderately hard (ruck basis), with a Texas Cone Penetrometer (THD) test value of 2% inches of penetration for 100 hammer blows. The natural clayey soils range from firm to hard in consistency (soil basis), with pocket penetrometer values of 1.0 to greater than 4.5 tsf. The various clays encountered in the bcrings had Liquid Limits (LL)of 25 to 88 with Plasticity Indices(PI)of 12 to 58, classified as CL and CH by the USCS. Tested unit weight values varied from 90 to 110 pcf and unconfined compressive strengths were 2,540 and 5,310 psf. Gray shale is next encountered at a depth of 9 feet in Boring B-1. The gray shale contains limestone layers and is hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of Y2 to 1% inches of penetration for 100 hammer blows. Gray limestone containing shale seams and layers is next present in both borings below depths of 14 to 22 feet. The gray limestone is hard to very hard (rock basis), with Texas Cone Penetrometer(THD) test values of 3/ to 1Y2 inches of penetration for 100 hammer blows. Borings B-1 and B-2 were terminated within the gray limestone at 30 feet. 3.2 Ground-Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Ground-water seepage was encountered during drilling in Borings B-1 and B-2 at 2 to 3 feet below existing grade. Ground-water was then observed in Boring B-1 at a depth of 13 feet at drilling completion. Boring B-2 was subsequently dry at drilling completion. Table 3.2-1 summarizes water level data. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Seepage near the observed levels should be anticipated throughout the year. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not Report No.131-16-1 57 CMJ ENIGINEEMC,INC 4 evident at the time the borings were performed. Ground-water can occur atop harder, less- permeable materials (e.g., shale or limestone) or flow through more permeable zones, and should be considered when developing the design and construction plans for this project. TABLE 3.2-1 Ground-Water Observations Boring Seepage During Water at No. Drilling (ft.) Completion(ft.) B-1 2 13 B-2 3 Dry Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometer or observation wells which are sealed to prevent the influence of surface water. 4.0 RETAINING WALL 4.1 General Retaining Wall Considerations Five geotechnical design criteria must be satisfied in the selection of the type and configuration of retaining walls. These criteria are; the wall must have an acceptable factor of safety with respect to (1) overturning failure, (2) a sliding (translation) failure, (3) a bearing capacity failure, and (4) a global (deep-seated) slope failure. In addition, (5)the deformation of the wall caused by deflection from earth pressure, and from settlement or heave of the foundation soils or backfill soils, must be within tolerable limits during the functional life of the structure. 4.2 Retaining Wail Foundations 4.2.1 Design Criteria The most positive foundation system for the proposed retaining walls would be situated below the zone of most significant seasonal moisture variations. A deep foundation system transferring column loads to a suitable bearing stratum is considered the most positive foundation system. However, if differential movements are acceptable, the retaining wall foundation can be supported on continuous footings situated In the natural silty clays and shaly clays or atop the fractured tan limestone. Based on the conditions encountered in the borings, the potential moisture induced movements are estimated to range from 1% inches to on the order of 5 inches for soils in a dry Report No.131-16-157 CMJ ENGINEmuNG,ING 5 condition where the elements are situated near present existing grades. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. A deep foundation system must be used if the retaining walls are sensitive to movements. This office can be contacted for recommendations for a deep foundation system if so desired. Footings should be situated a minimum of 3 feet below finished grade relative to the base of the wall and may be proportioned using a maximum allowable bearing pressure of 2,500 psf. Focting depths should be designed to withstand flooding and erosion. Soils existing in a soft to firm state should be evaluated on a case-by-case basis. Close inspection of soils strength should be conducted by a geotechnical engineer to allow designation and removal of very soft soils not meeting the bearing capacity stated above. It should be noted that retaining wall foundations are typically subjected to non-uniform pressure across the foundation, and possibly negative pressure (separation of foundation from soil) under a portion of the foundation, due to the overturning moment induced by the lateral earth pressures. The allowable foundation pressures given above are for the maximum pressure induced by the foundation loads, and not the average pressure under the foundation base. The horizontal bases of the footings will develop resistance to sliding by means of a combination of friction and adhesion (for cohesive foundation materials). Given the nature of the foundation materials, an adhesion of 500 psf may be used for earth formed footings. An ultimate friction factor of 0.3 may be used to calculate sliding resistance of the footings bearing on site soils. Only long- term dead loads should be considered in calculating the available friction on the foundation base. The vertical earth-formed sides of keyways will resist lateral forces by developing passive earth pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive resistance calculations where passive resistance is developed against a vertical earth-formed side of a keyway, based on a soil unit weight of 120 pcf, per foot of footing height. Foundations for the retaining walls designed in accordance with these recommendations will have a minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1 inch or less and a differential settlement of 0.5 inch or less, after construction. Report No.131.16-157 CMJ BNGIMEMG,INC 6 Based on ground-water observations in the exploration borings, excavation for the footings may need to incorporate dewatering to keep the excavation free of excess water. The water table should be lowered to a depth of 2 feet below the excavation bottom. Depending on the time of year and the general weather conditions, the excavation and placement of the mat/slab foundation may be in a saturated soil condition. If the construction occurs in a wet condition, issues of dewatering of excavations, strength/stability of side slopes, and disturbance of bearing materials become important. Due to the great variability of moisture condition, the presence of excess moisture in soils cannot be predicted. 4.2.2 Foundation Construction Mat type or spread foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • When seepage is encountered, whether it is sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a shallow foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a "mud slab" should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the Report No.131-1 6-157 CMJ ENGINEERING,INC. 7 subgrade, facilitate dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 4.3 Lateral Earth Pressures 4.3.1 General The below grade and retaining walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water table. 4.3.2 Equivalent Fluid Pressures The following equivalent fluid pressures (triangular distribution) may be used for the horizontal backfill, non-surcharged condition. The geotechnical design parameters for various backfill materials are provided below in Tables 4.3.2-1 through 4.3.2-3. The earth pressure values given for general earth fill do not include potential swell pressures. The active condition occurs when the structure moves away from the soil by tilting or translation. A lateral movement of approximately 0.008 times the height of the structural member (e.g., wall, foundation, etc.) in direct contact with the earth fill may be required to achieve active pressure. The at-rest condition occurs for a rigid structure where essentially no relative movement occurs between the structure and the soil. The passive condition occurs when the structure moves toward the soil by tilting or translation. A lateral movement of approximately 0.05 times the height of the structural member in direct contact with the earth fill may be required to develop full passive pressure. An angle of internal friction of 20 degrees, a cohesion value of 200 psf, a wet unit weight of 120 pcf, and a saturated unit weight of 128 pcf have been assumed for the on-site clayey sand /sandy clay backfill compacted as recommended in Section 4.4. The use of clay backfill can cause excessive swell pressures against below-grade walls and is not recommended near walls. Report No.131-16-157 CMJ ENGINEMUNG,INC 8 TABLE 4.3.2-1 On-Site Clayey Sand/Sandy Clay Backfill—Lateral Earth Pressure Coefficients Equivalent Fluid Pressure Condition Coefficient psf/ft of Backfill Depth Drained* Undrained Active KA=0.49 59 96 At-Rest Ko--0.66 79 106 Passive Kp=2.04 816*` 767** * Refer to subsection 4.5 for drainage requirements. *` Includes cohesion TABLE 4.3.2-2 Non-Expansive Select Earth Fill—Lateral Earth Pressure Coefficients Equivalent Fluid Pressure Condition Coefficient psflft of Backfill Depth Drained* Undrained Active KA=0.39 49 89 At-Rest Ko--0.56 70 100 Passive Kp=2.56 320 236 * Refer to subsection 4.5 for drainage requirements. TABLE 4.3.2-3 Free Draining Granular Backfill—Lateral Earth Pressure Coefficients Equivalent Fluid Pressure Condition Coefficient psf/ft of Backfill Depth Drained* Undrained Active KA=0.27 36 83 At-Rest Ko=0.43 58 96 Passive Kp=3.71 500 350 * Refer to subsection 4.5 for drainage requirements. Report No.131-16-157 CMJ ENGINEMUNG,INC. 9 An angle of internal friction of 26 degrees, a cohesion value of zero, a wet unit weight of 125 pcf, and a saturated unit weight of 130 pcf have been assumed for non-expansive earth fill, compacted as recommended in Section 4.4. An angle of internal friction of 35 degrees, a cohesion value of zero, a wet unit weight of 135 pcf, and a saturated unit weight of 140 pcf have been assumed for free-draining granular backfill, compacted as recommended in Section 4.4. 4.3.3 Construction Considerations-Passive Earth Pressure for Wall Foundations Passive earth pressures on the toe of wall foundations, keys or similar structural members should be considered for counteracting lateral forces only if the member is placed in direct contact with undisturbed stiff to hard cohesive soil in a "neat cut"excavation. If the foundation is constructed by using forms, lean concrete may be placed between the footing and the undisturbed wall of the adjacent excavation (after removal of the forms) in order to provide the direct contact required to consider passive pressure for counteracting lateral movement. The lean concrete should have a minimum 28-day compressive strength of 1,500 psi. 4.3.4 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 4.4 Wall Backfill Material Requirements On-Site Clay Backfill: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum Report No.131-16-157 CMJ ENGMEMUYG,INC 10 of 95 percent of Standard Proctor density (ASTM D 698)within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor density. Select Fill Backfill: All wall select backfill should consist of clayey sand and/or sandy clay material with a Plasticity Index of 16 or less, with a Liquid Limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698)within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor density. Free Draining Granular Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. 4.5 Below-Grade Drainage Requirements The design recommendations presented above assume hydrostatic pressure will not develop behind the retaining wall. In order to achieve the drained condition for lateral*earth pressure for low-permeability walls (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage member must be installed adjacent to the wall on the backfill side. In conjunction with the retaining wall, a collection pipe situated at or below the base of the wall or weep holes near the base of the retaining wall is recommended. The drainage blanket must be connected to an outlet drain at the base of the wall, weep holes, or to a sump/pump system. Drains should be properly filtered to minimize the potential for erosion through these drains, and /or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. In order to achieve the drained condition, the entire backfill material must be free draining, or the backfill-wall geometry must be such that the backfill will not become saturated from rainfall, ground water, adjacent water courses, or other sources. Report No.131-16-157 CMJ ENGINEERING,INC 11 4.6 Abutments The abutments of the wall structure will require special consideration to account for future erosion. It is recommended that the ends of the structure be turned back into the slope for a minimum distance of 5 feet. The transition should be accomplished by means of as large a radius of curvature as possible, and should conform to the contours of the adjacent slope to limit the potential for the creation of"knick points"which create turbulent flow and accelerate erosion. 5.0 EARTHWORK 5.1 Site Preparation 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 to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 8 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. In areas of perched water or pumping subgrade, it may be necessary to install sub-pavement drains or edge drains. This decision should be made during construction to verify the need for such drains. 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content Report No.131-16-157 CMJ ENGINEERING,INC. 12 for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 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 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. Any pavement structure (concrete, asphalt, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of the excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. In addition, proper backfilling of the soils will result in no undue settlement of backfill material and resulting differential movement between the natural soils and backfill trench. If a high class bedding material or backfill material is desired, a lean concrete will limit water intrusion into the trench and will not require compaction after placement. 5.3 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Report No.131-18-157 CMJ ENGINEERING,INC 13 Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, 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 borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of 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. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as subgrade stabilization, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract Report No.13148457 CMJ ENGQVBBBING,INC. 14 directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures, were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not Implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, Report No.131-16-157 CMJ ENGINEMUNG,INC 15 the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. The scope of services also did not include any assessment of the site for suitability for the proposed construction or use, related to items or conditions other than those specifically addressed in this report. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Teague Nall and Perkins, Inc. for specific application to design of this project. The only warranty made by us in connection with the services Report No.131-16-157 CMJ ENGINEERING,INC 16 provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.131-16-157 CMJ BNGINEEMNG,INC. 17 CDPCDP U 8 aw o m u'S m' a L Z U 7 U O :Q C .c O m N J Q m � n�rr C Ui to 0[? oc O LL p� ID U9 435 IM ig 3m to cm cmW m m ��atur venue PLA TE A 11 A-1 Major Divisions Sym. Typical Names Laboratory Classification Criteria m Well-graded gravels,gravel- 2 (D30Y m c GW sand mixtures,little or no C„-0.o greater than 4: Ca=- between 1 and 3 M C fines y O+a D„x D., C rn ` a. 0 w .. $ .y m aoi Poorly graded gravels,gravel d U GP sand mixtures,little or no U w Not meeting all gradation requirements for GW ,� fines a U :3a>i > f0 w U C7 -v U) �, c d C�7 Liquid and Plastic limits o z° c o Silty gravels,gravel-sand-silt y Liquid and plastic limits N c ,� S GM �; rA ' below"A"line or P.I. M z y mixtures Z greater than 4 plotting in hatched zone Z° a •- y between 4 and 7 are y 10 m a o N ` 8 Liquid and Plastic limits borderline cases "o E > I° Clayey gravels,gravel-sand- 'N N requiring use of dual y m o n GC c c I (D above"A"line with P.I. 2) € c7 v clay mixtures W greater than 7 symbols L° o o d o Well-graded sands,gravelly '� ' °� Doo (D L m o c SW m E c -- greater than 6: Ce= — between 1 and 3 o E c 9P sands, little or no fines > v, D,o D x D UE r_n rR °c rno a D. � OT A a aoi Poorly graded sands; m !2= N 09 SP gravelly sands,little or no c Not meeting all gradation requirements for SW d 'a) > fines c 0 12 •y .6-6 E N p U O N O tf) r ,� c y c o, 0 m C Liquid and Plastic limits IRD O ,° � c o SM Silty sands,sand-silt mixtures c ` N below"A"line or P.I.less Liquid and plastic limits E w than 4 o o plotting between 4 and 7 a`o y J are borderline cases oClayey sands,sand-clay c Liquid and Plastic limits requirisgnbals f dual o U n SC mixtures a€i d above A line with P.I. Y Q o CL greater than 7 Inorganic silts and very fine .. sands,rock flour,silty or Ln ML clayey fine sands,or clayey U) M silts with slight plasticity � y Inorganic clays of low to •y 0 0) medium plasticity,gravelly g wCL clays,sandy clays,silty clays, N = and lean clays C 0) :2 Z CH OL Organic silts and organic silty 4 w clays of low plasticity o ?� N � c 3 E .. Inorganic silts,micaceous or MH diatomaceous fine sandy or off a d MH silty soils,elastic slits 2 .�= E m CL Inorganic clays of high s y CH plasticity,fat clays 10 r E 7 c _ 4 ML a d OL $ •p 0 Q Organic clays of medium to °o 10 20 30 ao so so 70 so go goo OH high plasticity,organic silts Liquid Limit 00 Mo Pt Peat and other highly organic Plasticity Chart Oy soils [—UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE •:�• SAND ••• SANDY _ SHALE • ••• • SILT SILTY SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Reccvery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading,(tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blowstfoot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz,calcite,dolomite,siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. 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 Extremely Weathered Complete color change with consistency,texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Lebow Channel Retaining Wall CJ ENGRUERING INC 131-16-157 B-1 S. of Brennan Avenue-Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 2'during drilling;water at 13'at completion Completion Completion Depth 30.0' Date 12-19-16 _ Surface Elevation Type B-47,wl CFA $ o Cr O/ N S 0 'p C u' a T q �10 Z 1�L Yj Cr O V4/JJ N Stratum Description �' o � o amu: ai sem $ oV 81 C LU a (4 i3gt ' E caE '�v oo r-, c 'o o: W id ate -5:3 o.� a5 200 � �Ua CLAY,dark brown,w/limestone fragments,stiff 2.75 1 20 SILTY CLAY,light brown,w/limestone fragments 2.25 1 16 and calcareous nodules,firm to stiff 1.25 57 25 13 12 17 -w/fractured limestone seams,hard below 3' 4.5+ 11 LIMESTONE,tan,fractured,moderately hard 100/2.5" 22 5 SHALY CLAY,gray,hard 4.5+ 55 21 34 21 100 SHALE,gray,w/limestone layers,hard to very hard 100/1.5" 100/0.5" 15 100/0.625" 2 -- LIMESTONE,STONE,gray,w/shale layers,very hard 0010.375f' 25 100/0.5" ----------------------- c� o. c� c� rc 0 o LOG OF BORING NO. B-1 PLATE A.4 BNGWEBRBYGII�C. Project No. I Boring No. Project Lebow Channel Retaining Wall CK 131-16-157 B-2 S.of Brennan Avenue-Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 3'during drilling; dry at completion Completion Completion Depth 30.0' Date 12-19-16 Surface Elevation Type B47,w/CFA LL a N G� .0 £ C O o ' N Stratum Description LC r �o x o LU A� ' E mE � 12) cc rY rr mal- (L(0 Jg:7 a:3 a5 2v C3 CL CLAY.dark brown,w/limestone fragments,very 3.25 1 1 22 stiff 2.75 661 32 121 201 14 SILTY CLAY,light brown and gray,w/pebbles,firm 1.0 21 to stiff 2.5 25 5 SHALY CLAY.tan and gray,very stiff to hard 3.25 88 30 58 29 90 2540 4.5+ 1 27 105 5310 SHALY CLAY.gray,w/shale seams,hard 4.5+ 791 59 23 38 15 110 1 15 LIMESTONE,gray,w/shale seams,hard to very 100/1" hard 100/11, 2 -w/shale layers below 22' 100/1:5" 2 0010.3751 3 —————————— --- ---- n O f7 a' LJ z a 0 m w o LOG OF BORING NO. B-2 PLATE A.5 J FREE SWELL TEST RESULTS Project: Lebow Channel Retaining Wall S. of Brennan Avenue - Fort Worth, Texas Project No.: 131-16-157 B-1 7-8 Shaly Clay 55 21 34 21.2 29.2 0.0 B-2 9-10 Shaly Clay 59 23 36 15.5 23.9 3.2 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING,INC. PLATE A.6 8701 John Carpenter Freeway,Suite 250 Dallas,Texas 75247-4640 214.678.0227 Phone 214.678.0228 Fax ASSOCIATES www.hvi.com December 27, 2016 Andrew Luce,P.E. Teague Nall and Perkins 5237 N Riverside Drive, Suite 100 Fort Worth,Texas 76137 Re: Brennan Avenue Pavement Cores Fort Worth,Texas Owner: City of Fort Worth HVJ Project No. DG1610331 Dear Mr. Luce: HVJ was retained by Teague Nall and Perkins (INP) to provide pavement core information on Brennan Avenue in Fort Worth, Texas. The pavement core locations were provided by TNP. Submitted herein attachments that include the type and thickness of the existing pavement. We appreciate the opportunity of working with you on this project. Please notify us if there are questions concerning this letter or if we may be of further assistance. Sincerely, HVJ NORTH TEXAS - CHELLIAH CONSULTANTS, INC. Texas Firm Registration No. F-17942 DRAFT Fadi N. Faraj, PE Vice President FF/RE/ZH Attachments: Plate 1-Core Locations Plate 2-Pavement Core pictures Office operated by HVJ North Texas-Chelliah Consultants,Inc.,a proud independently owned and operated HVJ Associates®franchisee i § I m - ■ § mc z_ ` ; m § k , � / � ��� z � �� •� ��\ Uj 0 U§ § '/ 3tt,41 N d : �z . f LLJ 8 � r r - - � � � - ( « � - � � � $ � � _ 5 m LU ~ LLJ a4 d m 2 $ z co m! 2 j o �§| k P \ CIA4 , k � % Q Q B j 8 � 2 � � k o © � ' 4 44 E ° o 0w 2 ri o $ o � kh Zf & . ! ■: . � % # # \ } > k � < « � eq C-4 to C14 C-4 \ © © / 4 N m m u — — / � k 2 ƒ / / GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 D 4 0 20 yo Hu VOL.b0.P0.21 PJLT.C.T. GRAPHIC SCALE IN FEET LEGEND OF UTILITY TYPES Communications OL'B' AT&T TELE lectric/Power OL"B" TXU ENERGY -- E1 Potable Water nl^R" CITYOFFORTWORTH-- - W1 OL"C" CITY OF FORT WORTH— - W1 K Sanitary Sewer OL'B' CITY OF FORT WORTH- — WW 1 CIL"C" CITY OF FORT WORTH WW 1 Storm Drain OL"B CITY OF FORT WORTH SD 1 Gas/Petroleum OL•B" ATMOS OL"C' ATMOS Overhead Utility OH ELECTRIC --OH-1- UNKNOWN OH 1UNKNOWN UTILITY - - -- LEGEND OF UTILITY SYMBOLS TEST HOLE u END CAP E- I UTILITY CONTINUATION TELEPHONE CABINET 0 TELEPHONE PEDESTAL TELEPHONE HANDHOLE(VAULT) IT I FIBER OPTIC MANHOLE TELEPHONE POLE TELEPHONE POLE W/RISER Go FIBERHANDHOLE O WATER VAULT WATER VALVE WATER METER WATER MANHOLE FIRE HYDRANT GAS VENT PIPE(GAS RISER) / GAS VALVE GAS METER / GAS TEST STATION WASTE WATER MANHOLE ® 0 WASTE WATER CLEANOUT STORM SEWER MANHOLE ® 0 STORM SEWER INLET CAN HANDHOLE CAN CABINET CATV PEDESTAL VOL LIGHT POLE ELECTRIC JUNCTION BOX(CABINET) STEPHEN C.NDfANDQt SIEVE ELECTRC POLE(POWER) O.SA0005 AND MORRIS DALTON,JR. ELECTRIC POLE WIRISER CO VOLUTE 15775.PAGE 93 TRANSMISSION POLE ORT.C.T. ELECTRIC HANDHOLE ELECTRIC MANHOLE O SIGNAL POLE .yam"s�-(tel SIGNAL HANDHOLEJBOX S❑ REV DATE BY DESCRIPTION (�TRERiosGRovp BOO Sib 5 m, suBStRFn[;E UIIDtt ENGfJEEPoNG FM WOM T%1811 The Rios Group,Inc. CITY OF FORT WORTH,TEXAS TBPE Firm#F-14595 WITMW TRANBPORMTON&PUBLIC WORKS CHANNELSURVEY •� OF LEBOW CHANNEL AT BRENNAN AVENUE ��ZlNeeej � * � S.U.E. PLAN SHEET I BOBBY JAMES MELTON III J DESIGNED BY:TH CHECKEDBY, BM DATE.201510.23 106170e_ APPROVED BY: CHECKED BY: DATE I � e f�(�tr G&A PROJECT NUMBER SUE SHEET NO. DATE TE •�� TN&P1501.00 20151023 CSJMJIABER PLAN SHEETNO. 1-i1_L3-�Q 1 STATE L71&TRICT Courm TX TARRANT GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$60,000 or more,then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 25 %of the base bid value of the contract. 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 $50,000 or more where a MBE subcontracting goal is applied, Offerors 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. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, 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 purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 6. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at(817) 212-2674. Rev.2/10/15 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Klutz Construction LLC Offeror PROJECT NAME: M/W/DBE NON-M/W/DBE Lebow Channel Roadway Crossing Replacement at Brennan Avenue BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % % 00778 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 Purchasing Division no later than 2:00 p.m. on the second City business day 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 or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. 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 Offeror 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-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E El El El El El Rev.2/10/15 FoR_ T H ATTACHMENT 1A Page 3 of 4 Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E El El E E E Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror 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 o 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 Offeror 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 Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2/10/15 ATTACHMENT 1 B FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime Klutz Construction LLC PROJECT NAME: =M/DBENON-MNV/DBE Lebow Channel Roadway Crossing Replacement at Brennan Avenue BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % % 00778 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening,exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES 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 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)on this contract, the payment thereof and any proposed changes to the original MBE(s) 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 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 and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1) year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State2ip Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City Of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Klutz Construction LLC Offeror PROJECT NAME: MAN/DBE NON-MNWDBE Lebow Channel Roadway Crossing Replacement at Brennan Avenue BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % % 00778 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 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. Yes Date of Listing No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? 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? 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.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email,exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 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 MNVBE Office to address the corrections needed.) 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 an 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 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. Rev.2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Elieibility Form All questions must be answered;use"NIA"if not applicable. Name of City project: Lebow Channel Roadway Crossing Replacement at Brennan Avenue A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firmNon-MBE firm name Tname: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ----------------------------------------------- b. Marketing and Sales ------------------------------------ c. Hiring and Firing of management personnel -------------------------—------------------ d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev.2/10/15 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts_ -_----------------_--------_----___--- Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of ,20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $' 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator,Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator,Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Brennan Avenue Revised July 1,2011 City Project No.00778 CITY APPROVED METHOD AND APPROVED PRODUCT FOR *,** AND*** *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size E1-31 4"through 36" E1-25 4"through 15' E1-27 4"through 15' E1-28 18"through 48" E100-2 18"through 48" Consult with"City of Fort Worth, Texas Standard Product List' to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non-responsive. Cm OF FORT WORTH WATER DEPARTMENT'S UPDATM 07,114017 STANDARD PRODUCTS LIST �ppro/al Spee 1a. aYYWar.. NO"N.. us"I S Yom_ sin WASTEWATER �L'iiielro.Fim': nuae:iiraciswiluv3Fvii • -5—05 l06*Y.ea - i[ysiY�n 1At4ar Oto.%lrr AYIIOD17w �_ hAt•i.T---- i os73 YleeYYYrw saetYt►�_fldY11Yc AyMlt94LA tAL . Ampt]w kxr - 33os13 st.YakSrst _�_ ,.,yLY..a. lrrror.-wsk — _AMD 1�— wm.X 3345» WdWota.e _ .r.r rr.t7r rl.r _,jje■,_i ftd FWN ds uesu_ srrekfl.w - �le�lleO7rst w+.f++olw T_ �.r...-lb lhlsitiwb cm_ 1fwS0�Ml ��a$dA!_ _ _ 3305 i1 mmk!kFttw a/ YaCo7Ye _ �t1�Ye.aFMl.trttlYOa Taui7 )0 t__ ]r 7]a Rol) NYk Feewawc"" _ YkJU.k7Yw 7Faear4 _ AJOAM XD� 0513 Nick Ru.a�a Case Vtlsrl%�wtr_ _�* 17Q moi!yAaOfrvw _ 330513 Laaddt 0ertstw Gan_ _____ Iiw6�_ ,�MMMN 330313 11ae0ek aee Corea _L Go�eOe - ems. 330513 m"h*rm,,"cCwat IYW4Airaa y�II 3a' . 330su Y4lh*.mew»ecfiwte1.farGnk. �_—� IW7 33mu " caDyeppaylC _ .aLgi 11�},p,FpYrfwNrnr 3a'DI. 2 _.___ nasi srrewrn�ww7cw: SwrDaleiR -_ *]�tra T,Ta. m "*J;3 3ryi um me ww ' 4 gy p.Y.r v_- 1<Db3„u v7 Domm IlAtrlo uosu �asWs�ercwY .- frlarC� __�alta1rs71t tyI(,�ga m�D7a mnul ilosu 3ra eelCww Y_� s`p1wfts6m 7wt}3na �:wbib wnon�_ nan �o�Qrtslu.arcwr _�_ Aa _ mmum" w+_9+am, ]r o4DAAeseWF 1411vu 37 133w DI MIRwawa Cow A_moi 6a.3ar.Ya0}d Ute! R_ � � ,�Atr11DNlll t 3 or t n as cat.e Faw A sk.7ew AWt '�- WD. 2Ca ]1,QS 17 NetOekRwtNAC— 1PS..a iu O'aY.6.ttt3ae_[a.� _NNW 7 S tdeeHk Rerre.aGwn Mriakr tllYttYba �e MNWAY _ it 7103 t) }eyYW F�rraeeGw7 Aupg �_ _ _ a _Am 4 yr p. OaC]091_ 1363 i3 II.AeY liar ad l ae�e _71�0w1Yie�rlr.L�rLt� �L- ASDa A 48 m _ 330313 UnOralkier Gc Ya»w AaA Yar�o RL. Ails UksflrlP yDl Atlll�Wpl7 D1lQ U�03 I3 artt«ssrrDrs._.�f,,.,•--,-lel. wro.c .,�,,,. dawww�,�,00w.�, 3sosff lY.cwwYat !Mrla.iodortcwo _,�_ ]SMDOeelt. _ NR1�l� 1_.__,.... _i�M+ I4MO 730513 USA& fwrwt Itats..._...,..�. _ LO-L W. siiws nosu ttr.ww5eo ----Sm--Cps _ �_WIMwr_ — u»W)e �It{ � k„kocr.c.. sls..w_ Amac+n ar`- • 333910 LwYek.Rua.Cw.r. MA _ Hfa13 ar 333510 4AWM .FM.04� _ Oensp�trGl!!Lm- ariaAsn!ca7l W 405544 _ 333014 mfks so J" lte ) ty..Fu.,IsoosY�[_ i 7nl an oss oYavw_`n»la Umhoi,BeaARGa.eee comawraAe11- rLMbddt.,0rQw 4r n»30 hWde.Mea.Gaanr 74 TarreGut., y�-X4, + 1' „sT1e�- ae 33»l0 �AeaYleltwaatCerr -- Dletedeow—l. artD_urkty.r marwcan .r wu oAo►+to 33»la ��.—�_` USCeeeaade►0e h117t►.9rwlt. m n --+- ararr Mt1DhDle.!BYars/NcwlPt'ha>tlan 33.34-13[1fiJ131 1556+50 n»U Ya4.alaa Ybdek rams , %L 11--6� AYIY 7713 Wrwwcw OVJ006 73»13 jf;gk.3lrtAs L!.!� � Ti�.ticw • F7-la�10.40k71d,+_ .;r tltt J p,.an 1 _ �,�, OaQ3Al1 _ BWa 10uY.1e Ya4i law. fl.dsOCt�t1(yrkk,ke. Rik.>/6T _ tl-l�-l41rk Y/tt4 YfM.w _Ah?alw _ _� .. aC]R01 Fi•N Ylleiak 11yM0 Mw iweCaw! V T Ytoet ]AR@Y45 _ ln3AU 11.1401aWdr�Ij��O brw a,.td tWS.nkc T�d.duw Ml wOr wse.t wmvmm dm — ASTlIVM Ob3006 _OwalCw.ae Rwai Flr+dter Re>•Sktlw �_ YYel Feke7ts„�ii �RaA.e see.770 t aS7DM Yt-ta 14erk)fiisr.r 1 $uiw. Sam 7va0 AthvAr AS D11010'A0 • YI•H /WtFrt►llvaas _ � Sr Cant 12n4JOI cllmtERTOM Mt A_ 0 5016 _.ca pf c. N.a.aw „� c7rw. ,,,,�-_A,�mjm s7.s1 AoRwi i T...S....Mwaw.. s ca..�rGaaw Reuadon ww,t�++w...r s»t�1}301 AaoR.Nw 05»444 --- _ CarNtt"ea. ara _ q-"eaW P�xpfa a AwioMr _ 1 712MT 3331 3 lll.li (klw Pip M be _ NNrI'be(Nw-PnY.y _ 039 75! oNN10 )I 711) Aeo CaatYwel3Flf RFe �_�3N 7A�D175f . taoa+os Rpr Fke AaereY USA eka7k _rt ATM D370TA173a alays G...s7+w AdMUSA _7lr a�►ah.rtxa. ASTM Arn W rlerckvv umna - 91.0 _ 1llliarCrpue Flee �, lA Cosawe F7ae 1t.1.we,--Cm ftj i- ASiSf Gn _ 6140 Caw.tw.RwkuW Nd Grrl0wCa 10. ACX B144Caw l _ Iki.Cf0100tenwiw 4 pwWTtQlQl.lr/!! —ol Yt-07 Gg.l46sakk,aa/ � T 6141 ,Gm.FIS.Raietrot/ _ CwrOFfaetlris0.k. + —,.— ( 'I�ICX rigga"IsJ7Dn 33.11-10(VL)31 01110 I1>,.% Cadl+Pip?.&WW Ca OaLlir Duad,.w 7,weM0w Ckr AYIYA CUQ.CIS1 Yaiuw 371170 i)amlcYs Rye ASem DnpieYw Apa Ca AYWACt3k C117 a•.rAty • �U1J 10 Du18e Yon pya 1111 U.i FlpeeW Tewiy G. AYYACl5k LI$I 1 � 1$1110 Dow1Mfj!r - IlaO-CylywA __ AWNAC750.C73/ -+— iw0Ya0 7tTYl016 0'4 Cm OF FORT WORTH WATER DEPARTMENTS WMTi9p M-31-w? STANDARD PROOUCTS UST AyPlovE1sp.N. . _ Na NMMwO fre ----$is IMI1 s IM2oE-14rve*..r.11�. �Ir� _ yyCraw�slr�r .- AEnrwpM rr.tr 10=4 33-It•u wli rvc'n:wrhF ______.� , �wllM�►w r - IlMlfwlfY�Y-�—iww"�fw��� AtAAf� ' - rr.tr zas�.u131 __— Ifi4r47 a. Asnrn Im r Ia4Y4w4alAEIMDtlw r tlrrr.w.va s+..r.. T►arlle.aa. _AIWDUN r ----- ]gllt3l•I3.Y1..4.. - �fecw M Ern... brly o 13r . # - r ma u 33at-xo _�rvcf.�.«M _ C.r.T.la�r.enl.c.. � rr.w AsxMo oi1E4 r�r- 04-M ms.nw �wk•�>rel Asnfoami r.ir lav►r 3349-A rwsmwpn _ a...fnwwc., . soltl4r337143s� A11131r1M.wErMn31E4 ' 4 i>.Ir 313N4 JYC S~ + 1+lJw_ A�Gy. _ _ AE3Mr7M rfnlr fes_...- 7131.70 _ fYC itaWM Mi)wAe 9D9 ifwi171H3-_ AVMn3®4 _ rf it 3341.36 PPC Eww1(w _h4E3tso"wwafte DEuan A9IM 306 Pawir - _ - 33.31-n rVCtsy/" _ Fwia TsYLaow.as APM0304 _ r,W I41M 33a>_I4 lYcsa.«M DWNMO wCwf4s"a y TOwIw9wlwllM A9TMr47► Irw1r 33.4.70 rVC9a w M _ J.0 bkm*waw Ce.b""Iw>4)-T_,.. AMuxM Ir•I7•- wv/ln:- 313110 rw 9aaWnr _ ARIAAlamo _. ; EIMEfw!!D!d! _ __•_•,_ u osews 2H rYs%Nwd31l4— lw.wrtrwc«r nY nwAtnfrs» otMM 33tW6 rVes"MR&W x.. �aI.IIOE3saro.ra.w ` Asrxoalxalaw-.e 31,ZD rvClwnl li4wf ewo:r:.i�i.: fl4flwM Pa�C iaw MitMt{.w ASWD304 1147.1" 1310Fx -t7wdlRfh PVC 11l4 _ drsf._.�_/aww�Ci �,_ AflflifDf,77M. Ir!'r ♦� -�_ Ir w 4r _y r•Ir flA4M - t Sw1rPM.RfMt -� ,C�IYayi-tLC.Ca4N rwf4M. _ It14 , ww4r 6tM-1 Eiaw � 2alffiwT �i4.,..._, _ iEfwEa OnR13a9M lar,w, AE7MR474 tr w4f.'__._ _219i�llfatf >!�' o -.fifDI IRalwtas13w4 O1r s3 hfe,DedM- atm+, _A .QI gE.fi�(AOLS INC*W 4vAf1a/P2t3f - 3r-w V14ei0 i6i f 4u1r40HfwwalM.Tn41rN'E A4wMtfDwir49wwn(SI Is1Y@T4t WON. AMUPI 4 y, )rw4r 43114111 _ ■ b4rg�,1 j113- �J'T 4 - _ FIM _ 3rb1r_ F�,�pg,�3l.li rov►u131 _ _ • Yll.rlY- -�yw4�Ig.rw.tY Asifllixt4 - . 4glri —.___,jrwfbnwM - ._ }Ir €wY4wdlGwf. —►MaY 4i ,R�w e2T__'� t AST31 Rlu60493__� ' CwdilY44M .-_____-_. ._.R43a41itielYR4wT4Awb 0YYw tIEA1 -�____h6�. _ amp 1114 _ tiA0�1R lw:,lf�__-____-�_ I4rItM7aAwbdw.fEe a�_74il1 AfIa1/4�, Mobs" ��ttawtMAliwf44.Ia4.� t}s_Pwww GM _ lIAa14 h?Mwl F4a4M illlaRnw U1rirPVtA9w l,5jd�e AS MM7441AI IE!'I 44Lw7 rl' Mo.Mii Cw _T RX 114646 A9IM RIlM. Pme Ewta>emeat Snten(ll�dt33-31]3101/IL� MA Aww /l1--cr.rr 116t641r �l�I pq.la.w w#.N3 _�Iw.l lwriwyr ,,,^,_,}-_,�,•_ TRS Ratl�t - r9tw� -�i lYd�alw{ - Cowl.CL44ft _-/�w�i _ -ZIM -'T'-Y' 3 ser OIiAf wi3w nw wTi4 - ._ iiw twT�3� m — Z~4trli$Ydnrfs rrr�y< l4 -1S S. b <t>m ��ftdodbwl� taw- Ayow � diii�.:Z.a 4 w �1>m . �i��•60(OIeDt/131 4w131.IaYr 3fsw _�� jpw4aaY RwwCwiiims LA 1044 124"1 _ Ea4as tear 7333,.4 ]l.awafwcvllll. S3waa3ri0wxt00inw wr14A3 EtrtwPoob waRY4Cawaw AMU 117 DVYA"J*OIy ------------ WATER i • Relm 33 31T131 �- _ i1•Il Cawl�nAi Riva YtM -�_ C3A Ia44ni.Y4. 6MFMrM Yw�VaHe,MWl ria AssMwu4 CIaw0.AETSIA 1'tY -51.17 Cawawrn Ai Rir Yalw 14f1Eiw1/4i�„G._ OltiwMw/Yw4�Varaw,I4aMi31n Al. Lr.f•tY --fil•11 Ce•iwtfwMeY4h1 YYw afrirCrM _ AKA•47C 4147C w1f141C :�I le leas FBtinas;3311 101/Of/131 ��— �- 4712J•1T fi1-07 ;n4dtlw4 PWap __S1w r7r Neint is �- TAM- lJ4iw/�` �AWWACI33lCI14 • _ 51.41 'R-14--l ing w _ —�— O416MHafatw.G M,w4�i' t I___ AWWACIIf _ _ EI.4'I C�pfiaW£wYw 34rrer Min U1E�417niiw _ Ywl�ieY lite' 2McIM390WwAC1A.C116.Ci11 4WI64K 2147 %UF%iw Sty Cs C1�7f4C-IUIUPMW AWMAC133 4•-W 4N1NI4 E-V _ SGROW App Cbb3l0GI33W ��--"YY'�� o3n4u_ 21m " 4r3,wl.rEe.w rrMrEfGnrfso.fl. urs iwssr.s wWwwtss Pw3- w, M4% _ U-34 TVCIiIOwwr _fstlfEwEs441A1fflwa tMt•l MeS iI MCLd►Isd�AC1111C1A Pw3rm SIAw 947 D iLw JilEarubm Ow Klr. ,may Ow M11wEiMlww-1! AW WACIIUc"6033 r lr WM2 _3.11-11 -Qm94i�MMdrw�4 4 13tH aw.is MgiE9wiw 1N4 prdtipyAWWACIIIACIIKl33 rw4r_. 022WI1 _ 33.11-11 lYC 11pM43wld 3det Atrril -_�.__. r Ki ANNA 1111C114ou 4t4so4 EI47 Mdrf441laM Rar4e fiddt "_ - 4}O _. S�aO..lat 31w1.ia0)drEw�.w AWWACIIUC1s3 PwW. EtEiaR 97ww(t%..o.f baa xi a]R(E+d4 16'171!0 SI.24 �_LmwE tf)elw_gyalt■ .Ettl Ta�illlaitw AUMFt04 rbtY Ot7w4 EI47 3aii 114ir _ y, lyfrriY _ l4arlaiiMll AWWA -, twit IL0'1114 33.11.11 .3iAwir J�174ww4r Ol�i M!Y{yairLYa�„_PMC l�I EdwMM PwfwEf!O4/Iwf P494 x CRY OF FORT WORTH WATER DEPARTMENTS UPDATED 0141-M7 STANDARD PRODUCTS UST Apprsral Spc Na Qmaisndm Jnr MM"Pb. mann sm 8br __..___ PJRAilY'Ivaa�Fbiex/ResiFlelt selraa a.a Vrive'}3.12-m� _ , 1arwwworryrn.8warw Awwra Fb.Cwr __e_,-Lrwa 2f0"Dwwwrr"liFsn__ 'w I7A3dt _-- Rdlwt Wdr Owa Y"M _. Awrwr-�Iqa Carts Srw 2SMrfrw 2!'N AW WA Csif 3rrli' OWL" •Wtr/WdrOlw V*n - Aawew l�Jw Cuprl Lfw2A0k2ll/pD1671Rf•,} AWMAClU 2rWU- "1120" _ AwawwNw Crud_ lwiw 2Y1.1�10-00)R} AMNA CSU W _ E63"d0- tacit!W aw Cge vel.. _ -------._._-.r__�$!MCaw11 S!^r 2fMmrY.yw4 _ AWWACSIf COW M4SM_ • OAr'Eri wOOr Gtr vrn _ A�PIMCayed - 4•WN"AFC"_R _.__AWACSIf 42' rr *Mpl 1 91.20 'Re wW Yin _ �A-WMA;VR Crww t Awwww AYR Eriwllwld6V AWWACM9 Pr:r is R.1Srw WNr Ore vah+ —} �MA C.�----- t itwglop v mo !2.20_. ;1rtOZ LwafIw VlOn t&AMC- , - r•-1r _ I _+7tra11wr V y�/lraeyatw _ --3�C" _ ' g8ee A21F`I(!D INt, AW WA CSI w • ;1r6�WdrGryafr 1Maip�.�.T,__," !vett Aifgi fr, '($Da AWACSti { ii•ww11a IDrww Wdr Owe Yww _ _ H0Cw v- "rir irklr.Cdls AWAC31f )r 16_ 0143346 lriwWON OweVon "wdaG. iadlaattar.Cfts WAClif rrra• V•26 Ream W440 Ow Vllw - Cbw Vrn Cr. AWAClOf a••ir 1044M w.s,r_Wyb OMt ahs uo.y�,.G. _ sr aoyuoai""is; AWWACfU xwyr. 1 tladir Wdw DwYale Gb►VMCA. CMw l9&WC413 WACf3s it M- it �. _ fbrilw Wer Ow VPM ..�.r„r,___.... Car Vin Ca. Clw Vrar -„,,,._. i AWACSI!WAN• ~1 11.20 IM&M Lw10"r Vrtr ilerifr YlwkNwyt a7Aucrer.wrt o-arArew' a•.Ir • 61.26 Sr sora Oew vrn ---__- �.L�.rLwa.�lPrk1 G. -- fwe..A&MW .r SM- 2•+o 1Y 1uaWEa 22 iLlt Rwlfew l/wNOwl Yelw paJ�ir W�b1 YIMMYrraILV�wtwrr- 61-10 Lew” Yrr AWAGfO+ H' wed Ca _ AWAC-f04 xw sit tAtAl" U Lwe/irrb VlL!i__ Qsk YrAr G _ #wwA 9 ems., _ 2a•r Ws 11.38 .W"rreArrwP3l�*VAt- -..« Vrrwe VYnwlleer8awfr Cwp Y Y/es AWAC46/ .�,.,.�}S.�_11 � •agave 61J0 1r6w Lwdliaab Vdn )am va. _ 3( !{a% wWAGlOI„! xwN art ver! Pow- 1-12 ow-12 f?v/WYFwlh�w _ AwwlfDprr Vyw pwtirfles,"F11��ItffO AWAC-ffi 00431110 61.12 mel AwwlerOwW V/n l�WDiwtiw--W I11"I AW C402 ��— ow3ksT E-117 Dniar•r_lgaw _ On.Cams—mmm sr ,migm ”Almcc-m 0 1-13PIZ aliNw.tidlw AwtiwAVRCrwi!7 _ ►YOi2KO AWAC402 t- E-1-1 -� fa prat ,IN I Ciw Crrwrr T d�, ,DaoNc.eOoloc '-_` MI -" tl /1�t'..._-...,.... A AWM con lrOwMM'. 3476 _ AWwC-082 _ f8""CruhlBt/4.alit EWIN7 201.12 _._.�Rltt�. .i "M�Iffi� AWAC-M m e Oiy Diw�ilO01F12 . 0111"!11 11-I1 ay&"I Fm fb/ww !rrco - 20A'•A7 1 61.11 uwf� wm ri --owtOrfraAlrM AMY a•n 1.17 rw wlw� WasClwO9 >10O71�wYOlb.�K710003 0•/1211{ 33•WD DevDwtM lSw}Ilkra - FJ-Qrlwis lle Wab� WMwfBwlr}L�010 _ 0011.""1 ,7-ttli l�IY 10i �,f n1'r/hMnCwld Orli mom: AWWApoo s•. svC.r.2.'Kee _- i8R'J!O1 Tpr" VAw {lOM{,iNOKT k 610 f w w 1•. 16Z7Ai7 ._._.... ._,. C1•A S"wa•lN laravOnl .. �..-.. 31eDeeela Ifo a(W{, Oa al mmi6wm ii 1fYrr 0112"HO i Cas/A"oOLO/e�fA�6aeftf•ar ---------- Joe ICM Yauair►Ya t1�6a4k_ � _Joe" 10ir aysa1l11 ui23fTAM (Cawd!weli 3Cd1 Y0Miw ire ali afPrwtlen� 1 ,� * (ir 10 30 w/lr Ow osnont ,__ Dr.pr:mw lad! ra.pwet soo16tF1y/113U1"p 1rr 16' ov 3Y il�ws /1,216 AWA _UpraT wA/'O.1 87!2171 33•IT,Tf Siren _lwr�i_,___,__,_ - 9ruc - SST Inde Lwl AWACit1 LYMxd21 07R"riT A-l3SS >an" bqt 1 Rrr SAM AWACM Lbow M21r Qe OS10/!1 haeuell �,. /ilrr fg3P lWw3111a [il 4 T1PW"Win r. _�_ ^DHI3 Itt1 �..Alsrrtat _ �_ DFWNee.r. DRR"C,1}�KiR"f_ . oes+ao" "�' Nr"s3Yrfs.SAsarrl�,. 1 DFWN.wYe �, IiFlvasc•1 1�A►fTW� � C4 w• _„�� Crsw3Ylatr_ �,� trwk Hwl _�. [}W7JI 13 114.t,(,w Crrw3irar tkP- �_ I�erk Bwe �,_ ____Sla3a$" . Craw Alrtr Ern �,,, Bwk[aa. CApS8if U2716)." �, 0!lILW Ei-l3 .taYPkdrDlrrur• FrwlRdaane Fy�,B„wwrr AWAC10f tr211D mzw 11.11 Va6wm-p.rar _-- Lkirialwae"Iw"ra(flil/r AMPa !I Hwirars AWA CION _ Iva UA OSIILCS E143 Metre E.03— AFI YIYa•r� 8ra8ww��G.10w D/Mk Coil AWAC10f •w811D 020S1lS Etol-S- Dwtw70rd1ara -� It(�W MPM SyOO. t<1ret YYn _ AWACS, r-10• -- 3lerrie Drava Vrdwl Testae , Nr"W ._ allrric t►in._varW-��, AWACt01.0r1 ):r•-a- f+om "Frerarir.il.a:�No�cwrs � - __ f -- <i> OwlwNr lD _ , _ Q+ Ab-ir rwtbrrwm aY 3•iiWrwterieefb-iw - - m •wisAewdw3a'Hewwr.20'705 FVCl'�Msrk reeMrrlt' y I aLiw�F'w�e�d�t��lr�Wsltiti�atk 1 �MsrEr e�WarTs�'— ]fertYWr aP#r11e Aekar.w�r rFw dweCrrrlr Craaa DrrerpY,Y■��w des Trlyd>ywidr i eerar Or Fst Wes Wdal3getredelleef,dOPeei'wpw rfe An Werk W�CrOsw'1 SadrALeb.m Unr rppwt f9W e"eoYop*O .Y r•wdrdr n«vettedwaTMrd lOadrw."A0 res ke rde AOm rrw ke Am WA Wow Dp w.W.Y dud Spahr-w it Y Fav MA WW- B.&-l-L PeaM MMMS Pp 3 American Proud Participant in NTPEP and Proud Member of: Excelsiordifth "' , Com an o RW P Y I 1 ECA Earth Science Division N E N E E t 1 Curlez III FibreNet EROSION CONTROL BLANKET SPECIFICATION PARTI-GENERAL 1.01 Summary A. The erosion control blanket contains excelsior wood fiber for the purpose of erosion control and revegetation as described herein. B. This work shall consist of furnishing and installing the erosion control blanket; including fine grading,blanketing,stapling,and miscellaneous related work,in accordance with these standard specifications and at the locations identified on drawings or designated by the owner's representative. This work shall include all necessary materials, labor, supervision,and equipment for installation of a complete system. C. All work of this section shall be performed in accordance with the conditions and requirements of the contract documents. D. The erosion control blanket shall be used to prevent surface erosion and enhance revegetation. Based on a project-by-project engineering analysis,the blanket shall be suitable for the following applications: 1. Slope protection 2. Channel and ditch linings 3. Reservoir embankments and spillways 4. Culvert inlets and outfalls 5. Dikes, levees,and riverbanks 1.02 Performance Requirements A. Erosion control blanket shall provide a temporary,biodegradable cover material to reduce slope and/or channel erosion and enhance revegetation. Erosion control blanket performance capabilities shall be determined by ASTM D 6459,"Determination of Erosion Control Blanket(ECB) Performance in Protecting Hillslopes from Rainfall-Induced Erosion",and ASTM D 6460, "Determination of Erosion Control Blanket(ECB)Performance in Protecting Earthen Channels from Stotmwater-Induced Erosion." MADE IN 850 Avenue H East Is Arlington,Texas 76011 TME U 5 A Phone 1-800-777-SOIL Is Fax 817-385 3585 Is www.Curlex.com 1 W1011R0412 B. Blanket performance requirements: C factor: .022 Shear Stress: 3.0 Ib/ft'(144 Pa) Velocity: 10.5 ft/sec(3.2 m/sec) Functional Longevity*: <36 months *Functional Longevity varies from region to region because of differences in climatic conditions. 1.03 Submittals A. Submittals for approval shall include complete design data,Product Data Sheets,Product Netting Information, MSDS, Staple Pattern Guides,Installation Guidelines, Manufacturing Material Specifications, Manufacturing Certifications,CAD details,and a Manufacturing Quality Control Program. In addition,the Manufacturer shall provide reference installations similar in size and scope to that specified for the project. 1.04 Delivery,Storage,and Handling A. Erosion control blanket shall be furnished in rolls and wrapped with suitable material to protect against moisture intrusion and extended ultraviolet exposure prior to placement. Each roll shall be labeled with a date code identification,which allows for sufficient tracking of the product back to date of manufacturing and for quality control purposes. B. Erosion control blanket shall be of consistent thickness with fibers distributed evenly over the entire area of the blanket. C. Erosion control blanket shall be free of defects and voids that would interfere with proper installation or impair performance. D. Erosion control blanket shall be stored by the Contractor in a manner that protects them from damage by construction activities. PART II -PRODUCTS 2.01 Erosion Control Blanket A. Erosion control blanket shall be Curlex III FibreNet,as manufactured by American Excelsior Company,Arlington,TX(1-866-9FIBERS). B. Curlex III FibreNet erosion control blanket(ECB)consists of a specific cut of seed free Great Lakes Aspen curled wood excelsior with 80%of the fiber Z 6 inches in length. Product is 100% biodegradable. It is of consistent thickness with fibers evenly distributed throughout the entire area of the blanket. The top and bottom of each blanket is covered with biodegradable Jute netting. Curlex III FibreNct is also available asQuickGRASS®(Dyed Green). ECB shall be Manufactured in the U.S.A. rAAaE 1N 850 Avenue H East e Arlington,Texas 76011 THE u s A Phone 1-800-777-SOIL a Fax 817-385-3585 a www.Curlex.com 2 WIOI IR0412 C. Erosion control blanket shall have the following material characteristics: Width 4.0 ft 1.2m 8.0 ft 2.4m Length 135.0 ft 41.1 m 67.5 ft 20.6 m Area 60.0 50.2 m 60.0 y& 50.2 m Wei he 75.0 lb 34.1 k 75.0 lb 34.1 k 12,000 per yd' 12,000 per yd2 Fiber Count =14,400 Rer m2 X14,400 per m2 Fiber Length 80%min. X6.0 in2_15.2 cm ?6.0 in(?: cm Mass per Unit Area 1.25 lb/y& 1.25 lb/yd' ± 10% (0.68 kg/m') (0.68 kg/m') Net FibreNetTM 0.50 in x 0.50 in 0.50 in x 0.50 in Openings Jute (12.7 mm x 12.7 mm) (12.7 mm x 12.7 mm) TYPICAL INDEX VALUES" Index PrODertv Test Method Value Thickness ET$�M TIT Tin(10.9 mm) Light Penetration ASTM D 6567 14.8% Mass per Unit Area ASTM D 6475 1.091b/yd2 595 g/m) MD-Tensile Strength Max. ASTM D 6818 226.8 lb/ft 32 kNha TD-Tensile Strength Max. ASTM D 6818 183.6 lb/ft 2.69 kN/mj MD-Elongation ASTM D 6818 10.5% TD-Elongation ASTM D 6818 15.9% Water Absorption ASTM D 11 17/ECTC 198% Bench-Scale Rain Splash ECTC Method 2 SLR= 11.29 2 in/hr Bench-Scale Rain Splash ECTC Method 2 SLR= 19.19 4 iu k Bench-Scale Rain Splash ECTC Method 2 SLR=32,61 6 how Bench-Scale Shear ECTC Method 3 3.46 [b/ @ .5"soil loss Germination Improvement ECTC Method 4 390% 'Weight is based on a dry fiber weight basis at time of manufacture. Baseline moisture content of Great Lakes Aspen excelsir is 22%. "SLR is the Soil Loss Ratio,as reportedby NTPEP/AASHTO. Bench-scale index values should not be used for design purposes. 2.02 Staples A. Staples shall be 100%biodegradable with a U-shaped top. Staples shall be a minimum 4" biodegradable E-Staple®,as provided by American Excelsior Company,for cohesive soils and 6"biodegradable E-Staple,as provided by American Excelsior Company,for non-cohesive soils. PART III-EXECUTION 3.01 Blanket Supplier Representation A. Contractor shall coordinate with the blanket supplier for a qualified representative to be present at the job site on the start of installation to provide technical assistance as needed. Contractor shall remain solely responsible for the quality of installation. MADE W 850 Avenue H East•Arlington,Texas 76011 THE s A Phone 1-800-777-SOIL• Fax 817-385-3585 •www.Curlex.com 3 W1011RO412 3.02 Site Preparation A. Before placing erosion control blanket,the Contractor shall certify that the subgrade has been properly compacted,has been graded smooth,has no depressions,voids,soft or uncompacted areas, is free from obstructions such as tree roots,protruding stones or other foreign matter,and is seeded and fertilized according to project specifications. The Contractor shall not proceed until all unsatisfactory conditions have been remedied. By beginning construction,the Contractor signifies that the preceding work is in conformance with this specification. B. Contractor shall fine grade the subgrade by hand dressing where necessary to remove local deviations. C. No vehicular traffic shall be permitted directly on the erosion control blanket. NOTE: Topsoiling,seeding,and fertilizing is not included in this specification. 3.03 Slope Installation A. Erosion control blanket shall be installed as directed by the owner's representative in accordance with manufacturer's Installation Guidelines, Staple Pattern Guides,and CAD details. The extent of erosion control blanket shall be as shown on the project drawings. B. Erosion control blanket shall be orientated in vertical strips and anchored with staples,as identified in the Staple Pattern Guide. Adjacent strips shall be abutted or overlapped to allow for installation of a common row of staples that anchor through the nettings of both blankets. Horizontal joints between erosion control blankets shall be sufficiently overlapped with the uphill end on top for a common row of staples so that the staples anchor through the nettings of both blankets. C. Where exposed to overland sheet flow,a trench shall be located at the uphill termination. Erosion control blanket shall be stapled to the bottom of the trench. The trench shall be backfilled and compacted. Where feasible,the uphill end of the blanket shall be extended three feet over the crest of the slope. D. Slope erosion control blanket shall be overlapped by the channel erosion control blanket sufficiently for a common row of staples to anchor through the nettings of both blankets when terminating into a channel. 3.04 Channel Installation A. Erosion control blanket shall be installed as directed by the owner's representative in accordance with manufacturer`s Installation Guidelines, Staple Pattern Guides,and CAD details. The extent of erosion control blanket shall be as shown on the project drawings. B. Erosion control blanket shall be installed parallel to the flow of water. The first roll shall be centered longitudinally in mid-channel and anchored with staples as identified in the Staple Pattern Guide. Subsequent rolls shall follow from channel center outward and be overlapped to allow installation of a common row of staples so that the staples anchor through the nettings of both blankets. C. Successive lengths of erosion control blanket shall be overlapped sufficiently for a common row of staples with the upstream end on top. Staple the overlap across the end of each of the overlapping lengths so that staples anchor through the nettings of both blankets. MADE IN 11101n.1- 7W 850 Avenue H East•Arlington,Texas 76011 iME U 5 A Phone 1-800-777-SOIL• Fax 817-385-3585 •www.Cur ex.cam 4 W101 IR0412 D. A termination trench shall be located at the upstream termination. Erosion control blanket shall be stapled to the bottom of the trench. The trench shall be backfilled and compacted. 3.05 Quality Assurance A. Erosion control blanket shall not be defective or damaged. Damaged or defective materials shall be replaced at no additional cost to the owner. B. Products shall be manufactured in accordance to a documented Quality Control Program. At a minimum,the following procedures and documentation shall be provided upon request: 1. Manufacturing Quality Control Program Manual 2. First piece inspection and documentation of products produced to assure component materials and finished product tolerances are within manufacturer specifications. 3. Additional inspections for product conformance shall be conducted during the run after the first piece inspection. 4. Moisture content readings recorded for each manufacturing day. S. Recorded weight of every erosion control blanket manufactured. 6. Each individual erosion control blanket shall be inspected,weighed,and documented prior to packaging for conformance to manufacturing specifications. 7. Documentation and record retention for at least two years. 3.06 Clean-up A. At the completion of this scope of work,Contractor shall remove from the job site and properly dispose of all remaining debris,waste materials,excess materials,and equipment required of or created by Contractor. Disposal of waste materials shall be solely the responsibility of Contractor and shall be done in accordance with applicable waste disposal regulations. 3.07 Method of Measurement A. The erosion control blanket shall be measured by the square yard of surface area covered. No measurement for payment shall be made for overlaps,fine grading,trenching, staples,or other miscellaneous materials necessary for placement of the erosion control blanket. 3.08 Basis of Payment A. The accepted quantities of erosion control blanket shall be paid for at the contract unit price per square yard,complete in place. Payment shall be made under: Pay Item Pay Unit Erosion Control Blanket Square Yards Disclaimer: Curiex is a system for erosion control and revegetation on slopes and channels. American Excelsior Company(AEC)believes that the information contained herein to be reliable and accurate for use in erosion control and re-vegetation applications. However,since physical conditions vary from job site to job site and even within a given job site,AEC makes no performance guarantees and assumes no obligation or liability for the reliability or accuracy of information contained herein for the results,safety,or suitability of using Curlex,or for damages occurring in connection with the installation of any erosion control product whether or not made by AEC or its affiliates,except as separately and specifically made in writing.These specifications are subject to change without notice. MADE IN ft850 Avenue H East•Arlington,Texas 76011 THE u s a Phone 1-800-777-SOIL•Fax 817-385-3585 •wwww.Curlex.com 5 W 1011 R0412 SEE DETAILS /\ 2/3 k 3/3 BLANKET OVERLAP. �\ \ FOR CHANNEL TRENCHING YETIH00, SEE DETAIL 6/3&6/3 - . �DETAIL SEAM OVERLAP. p�' CHANNEL RANKET END ai OVERLAP, / \ \ \\ . . . . : •• . . //\\ yj// \ \ .. \ SEE DETAIL 7/3 •. / \ .. \ '.•.•.•-• \ \\ \ - •.•. BOROUGH TH BLANAPLESARETS. SIDE SEAM MIDW \\ \ \\ \ \ STAKE DETAIL �1 SEE GETALS y \ _ No SCALE 3 2/3 h 3/3 ` \ ' \ / \ \ \ \ kdH CHANNEL TERMINATION. NOTES: SEE DETAILS 4/3 h 5/3 1.SEE CIIRLEX®SLOPE APPLICATION DETAIL SHEET FOR >� . .. . . •••• \\ PROPER SLOPE INSTALLATION. '.'.'.'.'.'.'. ............ \ 6'OVF361P % BLANKET BLANKET::::::::: ::::.• OVFJO.APA 510E AFFECT. IN CHANNEL DETAIL1 FLOW NO SCALE 3 `� INSTAL BLANKET TO BE EXTENDED FIRST AND E]IT71DFD AT LEAST TO THE ANTIOPAIID MAX WATER ELEVATION 7� *M*4 ROWSOi STAPLES APART.STAGGERED. 4�0. j�• e'O.C. CHANNEL LINER MUST MAX.V TER EL CHANNEL BLANKET END THHETENANTICIPATED HIGH OF ROLL OVERLAP / WATER ELEVATION NO SCALE } CHANNEL INSTALLATION METHOD Aa 2 TRENCH APPROX. NO SCALE } :00r"NIDE s B'DEEP SLOPE BLANKET TO BE FLOW INSTALLED FRS'AND SOIL FROM TRENCH �— I TENDED F'-0•BEVOND AND THE TOE OF THE SLOPE OF BLANKET 1 ROW OF STAPLES. 4.10. ',�,1 12•D.C. 7TH—EANTICIPA�IED L LINER MUST r-o• 2 ROWS OF STAPLES, 3' 'ABOVE MMI, 'raTER d' STAGGERED,6'O.G, HIGH EA.OIR. WATER EVATIGN STEE1 2 ROWS OF STARES FLOW STAGGERED.6'O.G. EA.GR. CHANNEL INSTALLATION METHOD "Be 3 NO SCALE 3 � z Rows OF STAPLES sal FxLm a'APART.STAGGERED. FROM SGL PILE 6'O.Q.STAPLES TO BE STAPLES SHOULD BE of PLACED CLOSE TO EDGE PARAIl6EI TIITH � FLOW OF BLANKET DIRECTION FLOW �� �Z CHANNEL 7R04CHING 3' METHOD W e CHANNEL TERMINATION NO SCALE 3 PLAN a CHANNEL 7ERMNA7ION s NO SCARE 3 NO SCALE 3 TRENCH APPROX. SOIL PILE 10'NICE s 6'DEEP FROM TRENCH Curlex"Staple Pattern Guide FLOW Far 6 It vide GRmes Erotwon Cadni Blankets Lam.. Ta•�'� "'>+ . Adjust hwtxontal Staple spa ng fa 4 It and 16 R wde Curls Erosion COr*M Blankets L l lymy'1 47'Ndatara 5 10�r Ih fi(4"Pal Shrar vn•» 1 ROW OF STAPLES, I'ti tiY ts2 m+ecl\'el.w�il. TOP OF 12'O.C. ►atrera c BLANKET 2 ROWS OF STARES, STAGGERED,6'O.G. O =Staple Placement Nppp: STEP L FA.OIN. N 1 Recanmerded staples are a mmrmum.d m bndegradaL$e E- � I Staple as provided by Arrsencan Esco1—Company m 6 m viae for cohesme says and 6 n b.oceg adable E-Staple'.as 2 ROWS OF STARES 2 h O 4 h O provided by Amerrar E-efs r Company,re B m wrre for nen- s'APART.STAGGERED, O cphe—e sds 6'OC..STAPLES ro BE 2 Fa best remit—.4 staples so heads are paraam 10 the h BLANKET TO EDGE O 1R O fl0.of`� 1 Adjust staple pattern so staples are plateal m ai"charnel FLOW Ci 4 pont le g slope~Toe.(sRe 1 bOOom)rM 01"Irated O O below %Mtd thanrRti poaNs are W(:1 SOIL FILLEDSOIL FROM SGL PILE C 19 ssepevyd- American — CHANNEL Excelsior METHOD 7g1zEINCHIING g Company` NO SCALE 3 Earth Science Division AMERICAN EXCELSIOR COMPANY SHEET DESCRIPTION DATE 5/8/17 DRAWN Br ARLINGTON, TEXAS CURLEX CHANNEL SCALE PROJECT NO. I SHEET NO. APPLICATION DETAIL NONE 3 Cable Concrete Specifications Original Block— Closed Cell A. DESCRIPTION Cable Concrete is an articulated concrete block revetment system,developed by Royal Erosion Control Systems, LLC to control various types of erosion due to water,wind,or vehicular traffic.This system shall be made up of individual concrete blocks strung together in either 4'x 16'or 8'x 16'mattresses(if needed,irregular mat sizes may be designed),which are placed side by side and clamped together to provide one homogeneous erosion protection system.The concrete blocks are held together by integrally woven stainless steel cables, which are poured within the block.A geotextile fabric,specified by the governing engineer,shall be attached to the base of each concrete mat The size of the concrete blocks shall be 15.5"square at the base and 11.5" square at the top face(a truncated pyramid shape).The only variations between the four different mat systems are the block heights. Table 1 C.35 General: Weight(lbs/sf) 23 41 50 77 Block Height 2.5" 4.5" 5.5" 8.5" Cable: Longitudinal: 1/8" 5/32" 5/32" 3/16" Transverse: 1/8" 5/32" 5/32" 5/32" B. CONCRETE The minimum required concrete strength should be 4000 PSI @ 28 days. The mix used shall be a DOT(in the state where the Project exists)approved mix design.Air entrainment of 4%to 7%shall also be added. The aggregates shall meet DOT standards,with quality requirements for fine and coarse aggregates. All ASTM standards will be met in the production of the concrete. The finished concrete product shall consist of a minimum density of 140 lbs/ft',in an average of 3 units. No individual block shall consist of a minimum concrete density lower than 135 lbs/ft'. C. CABLES The cables shall be made of stainless steel aircraft cable of type 302 or 304,depending on the specific use and conditions of the project. The cable shall be of type 1 X 19 construction. Cables shall be integral(poured into)to the concrete block,and shall traverse through each block in both longitudinal&lateral directions of the mat system D. GEOTEXTILE The geotextile used is to be specified by the governing project engineer. The standard geotextile material used on non-specific projects is 8-oz.equivalent needle punched nonwoven fabric. The geotextile shall be attached to the bottom of the concrete block mat system. The overlaps and installation of the mat system shall be site specific. The geotextile shall be attached to the base of the concrete block mats. An overlap of ft to 3 ft shall be incorporated on three sides of the mat. The overlap shall provide an area for the adjoining mats to be placed upon and prevent undermining of the erosion control system. It should be noted that when different geotextile weights are used and/or when additional overlap area is added to the mats,additional costs would adjust the price per unit E. CLAMPS Sufficient galvanized or stainless steel wire rope clamps shall be used to secure loops of adjoining Cable Concrete mats. The type of clamp needed shall be determined by the field conditions of the project and by the governing engineer. The number of loop connections is based on project specifics,and may be shown in the shop drawings or in typical detail sheets(or see the Guide for the Design and Placement of Cable Concrete Mats). Clamping in field must follow project layout details to be acceptable. Details available showing the proper method of clamping. F. ANCHORING Cable Concrete mats are designed to take vclocities in certain slope and bedding situations.This information is founded on engineered flume testing.The data shows maximum limits of the mat system,based on unanchored mats. Anchoring Cable Concrete mats offers additional safety to the erosion protection system. But,if a situation arises where velocities exceed maximum limits of a mat system,or if slopes of 1.5 to I or greater are encountered,then anchoring becomes an item to be specified by the governing project engineer. See detail sheets of rule-of-thumb procedures when considering anchoring. International Erosion Control Systems has developed an anchoring system called the Royal Anchor-lock. The anchor is made of nylon fibers reinforced with glass fibers and with steel reinforcement encased to enhance installation durability in hard driving soils. The anchor is placed at perimeters of individual mats and the anchor is attached to the loops of the mat after placement. There shall be no slack in the driven anchor cable when it is attached to the loops of the mat. Anchoring must follow project layout details to be acceptabic. G. INSTALLATION The supplier shall have a technician experienced in the installation of the Cable Concrete System available at the start of an installation where the engineer or contractor have not had experience with the product to assist in any special techniques needed to assure a proper installation. The mats shall be laid from the downstream end of project to the upstream end,so the geotextile joints are shingled to direct flow over the joint and to prevent undermining. Intimate contact with the subsurface is critical to the systems performance in the field. The gaps between each mat shall not be greater than 2";or else the gap must be closed using a grout mixture. The outside edges of the mat system shall be entrenched and buried at least one block into the ground. Compacted granular fill,or grout may be used to fill the entrenched edges. It is recommended that after the installation of the mat system,that the mat system be covered with black dirt and seeded with vegetation(grasses). The mat system will allow moisture to traverse back and forth from subgrade to vegetation.The mat system will lend support and an even grade for maintenance vehicles(mowers)to traverse over it. Any surface application should not be placed prio r to the inspection of the systems clamping and anchoring. H. PAYMENT Payment will be by the square foot and shall include the Cable Concrete mats,the galvanized clamps,and the geotextile(9NP).Upgrades or additional items to what is called for on a project shall be considered additional costs. Anchors are separate and are an additional cost to the system. 1. TEST STANDARDS AND SPECIFICATIONS ASTM C33-Specification for Concrete Aggregates ASTM C31—Practice for Making and Curing Concrete Test Specimens in the Field ASTM C150-Specification for Portland Cement ASTM C207-Specification for Hydrated Lime Types ASTM C595-Specification for Blended Hydraulic Cements ASTM C618-Specification for Fly Ash and Raw or Calcined Natural Pozzolans for use in Portland Cement Concrete ASTM D18.25.04-Specification for Articulated Concrete Block Systems(In Design) ASTM D698-Laboratory Compaction Characteristics of Soil Using Standard Effort ASTM D3786-Hydraulic Burst Strength of Knitted Goods and Nonwoven Fabrics ASTM D4355-Deterioration of Geotextiles from Exposure to Ultraviolet Light and Water ASTM D4491-Water Permeability of Geotextiles by Permittivity ASTM D4533-Trapezoidal Tearing Strength of Geotextiles ASTM D4632-Breaking Load and Elongation of Geotextiles(Grab Method) ASTM D4751-Determining Apparent Opening Size of a Geotextile ASTM D4833-Index Puncture Resistance of Geotextiles,Geomembranes and Related Products ASTM D5101-Measuring the Soil-Geotextile System Clogging Potential by the Gradient Ratio ASTM D5567-Hydraulic Conductivity Ratio Testing of Soil/Geotextile Systems AASHTO T88-Determining the Grain-size Distribution of Soil AASHTO M288-96-Standard Specification for Geotextiles FHWA-RD-89-199,November 1989—Standard Testing for Hydraulic Stability of Concrete Revetment System During Overtopping Flow Ori ig nal Block - Closed Cell Cable Concrete Block -Spedfications CC 20 CC 35 CC 45 CC 70 23 lbs./s.t. 41 qhs.l s.f. 50 bs./111 77 lbs./s.f. AREA 64 s.f. 128 ILL 64 s.L 128 s.f. 64 91 128:L 64 51 128 V. MAT WEIGHT 1455 bs. 2910 bs. 28201t.. 52401ts. 3200 bs. 6400 bs. 4950 bs. 9900 bs. BLOCKS/MAT 36 72 36 72 36 72 36 72 SPACING Q BASE OS In. OS n 0.5 0. OS in BLOCKS SPACING @ TOP 4.5 in. 4S n. 4.S in. 4S K WEIGHT 40 bs. - —4.51m — -73 los 89 bs. -_-137 bs. HEIGHT 2.5' 4.5' 5.5' BS" LENGTH WIDTH LENGTH WIDTH LENGTH WIDTH LENGTH 11 WIDTH CABLE DIAMETER 116 in. In in. I 5f32 In. 5f32 n. 5132 M. SW I.. 3116h 1 532 I, CONSTRUCTION 1:19 1:19 1 s19 is/9 1%19 1x19 1X19 1x19 BREAKING STRENGTH 2100 bs. 2100los. 3300 bs. 3300los. 3300 bK. 3300 los. 4700los. I 33oo r. OPEN AREA g, Cable Concrete Design U? N ax f.rC 20 !> �1 b !S • j a 1-Stainless Steel Cable is used to conned the concrete blocks within the mat. See project specKicatiors le. 2-Geotetnile material manufecorred on CC 70 the base of the concrete mat system. See project specifimbons 14.5' 15� -prot ATQDAY by L Royal Enterpr��ses America7 Royal Concrete Pipe,Inc. Royal Environmental Systems,Inc. Royal Erosion Control Systems,L.L.C. Royal Enterprises America - 30622 Forest Blvd Box 43055079 Office : 651 • • • x : 651 462 - 699 'rolli Level Grade Application FLOW -- Grade Back-filled 12" 450 Trench / 250 Attached 4211 Mat End Loop Geotextile Clamps Within mats,anchor should At the top of the mat system,the be placed at a 45 degree angle anchor should be placed parallel to the slope,angled towards with the toe-in block. the flow. Back-filled Slope Application Trench Cr 42" 12" At the top of the mat system,the 250 anchor should be placed parallel with the toe-in block. Mat End Loop 45° Clamps Attached Within mats,anchor should Geotextile be placed perpendicular Qb to the slope. eIROsoy CO3VRG S"STEMS L_,^. NOTES: A okWim Of wove Enrmnws Am.ric. 'One block toe-in is minimum. Project characteristics may require multiple www.royalenterprises.net block toe-in. R1' TODAY by -Use of Anchors optional, depending on project specific requirements bufl gfix1 xxoi>> -Upstream soil to be compacted flush with top of blocks. Lead Edge Toe-in Typicals rPlaCC TIJ Standard Details Rev. Date: P.O.Box 430. 30622 Forest Blvd•Stacy,MN 55079 •Ph:651.462.2130 1-30-x4 SEG 1 ROLLMAXTM I ROLLED EROSION CONTROL Specification Sheet - VMax° PSS01 Turf Reinforcement Mat DESCRIPTION Index Property Test Method Typical The composite turf reinforcement mat(C-TRM)shall be a machine-produced mat of 100%UV stable polypropylene fiber Thickness ASTM 06525 0,72 2 i . matrix incorporated into permanent three-dimensional turf rein- forcement matting.The matrix shall be evenly distributed across Resiliency ASTM 6524 95% the entire width of the matting and stitch bonded between a Density ASTM D792 0.892 g/cm' ultra heavy duty UV stabilized nettings with 0.50 x 0.50 inch(1.27 x 1.27 cm)openings,an ultra heavy UV stabilized,dramatically Mass/Unit Area ASTM 6566 21.25 oz/sy corrugated(crimped)intermediate netting with 0.5 x 0.5 inch(1.27 (723 g/sm) x 1.27 cm)openings,and covered by an ultra heavy duty UV stabi- Uv Stability ASTM 04355/ 100% lized nettings with 0.50 x 0.50 inch(1.27 x 1.27 cm)openings.The 1000 HR middle corrugated netting shall form prominent closely spaced Porosity ERC Guidelines 96% ridges across the entire width of the mat.The three nettings shall be stitched together on 1.50 inch(3.81cm)centers with UV stabi- Stiffness ASTM 01388 366.3 oz-in. lized polypropylene thread to form permanent three-dimensional turf reinforcement matting.All mats shall be manufactured with Light Penetration ASTM 06567 16.5% a colored thread stitched along both outer edges as an overlap guide for adjacent mats. Tensile Strength-MD ASTM 06818 1421 lbs/ft (21.07 kN/m) The P550 shall meet Type 5A,5B,and 5C specification require- Elongation-MD ASTM D6818 40.5% ments established by the Erosion Control Technology Council (ECTC)and Federal Highway Administration's(FHWA) FP-03 Tensile Strength-TD ASTM D6818 1191.6 lbs/ft Section 713.18 (17.67 kN/m) Material Content Elongation-TD ASTM 06818 28.8% 0.51b/sy Biomass Improvement ASTM D7322 378% Matrix 100%UV stable polypropylene fiber (0.27 kg/sm) Top and Bottom,UV-Stabilized 24 Ib/1000 sf Design Permissible Shear Stress Netting Polypropylene (11.7 kg/100 sm) Short Duration Long Duration Middle,Corrugated UV-Stabilized 24 Ib/1000 sf Phase 1:Unvegetated 4.0 psf(191 Pa) 3.25 psf(156 Pa) Polypropylene (11.7 kg/100 sm) Thread Polypropylene,UV Stable Phase 2:Partially Veg. 12.0 psf(576 Pa) 12.0 psf(576 Pa) Phase 3:Fully Veg. 14.0 psf(672 Pa) 12.0 psf(576 Pa) Standard Roll Sizes Unvegetated Velocity 12.5 fps(3.8 m/s) Vegetated Velocity 25 fps(7.6 m/s) Width 6.5 ft(2.0 m) Length 55.5 ft(16.9 m) NTPEP ASTM-0-6460 Weight t 10% 52 lbs(23.59 kg) Vegetated Shear Stress >13.2 psf(632 Pa) Area 40 sy(33.4 sm) Vegetated Velocity >24.5 fps(7.47 m/s) Slope Oesign 1ata:C Factors Roughness . - Slope Gradients(S) Flow Depth Manning's n Slope Length(L) <_3:1 3:1-2.1 >_2:1 s 0.50 ft(0.15 m) 0.041 s 20 ft(6 m) 0.0005 0.015 0.043 0.50-2.0 ft 0,040-0.013 20-50 ft 0.0173 0.031 01050 t 2.0 ft(0.60 m) 0.013 t 50 ft(15.2 m) 0.035 0.047 0.057 TensTensar International Corporation Tensar International Corporation warrants that at the time of delivery the product furnished 2500NorthwindsParkway hereunder shall conform to the specification stated herein.Any other warranty including Suite 500 merchantability and fitness for a particular purpose,are hereby executed.if the product does not meet specifications on this page and Tensar is notified prior to installation.Tensar Alpharetta,GA 30009 will replace the product at no cost to the customer.This product specification supersedes NORTH AMERICAN GREEN® 800-TENSAR-1 all prior specifications for the product described abm and is not applicable to any tensa rcorp.com products shipped prior to January 1,2012. 02013,Tensar International Corporation EC RMX MPDS VMP550 5.13 ROLLMAXTM ROLLED EROSION CONTROL TURF AND EARTH REINFORCED MAT SYSTEMS (TERMS) INSTALLATION GUIDE • 5 i J F - F -� r� rS��� - J �,� "•.1X3..# r �✓/�� / �� -"' �..„ , M.� `'� r: , �.. ,.a^' - .-• .� X11 05 �� ..?",,�" �,"-'mow'_ s 4Fw,• - ,;cam+. ,s:.` �� Turf and Earth Reinforced Mat Systems (TERMS) When your site requires the highest strength and performance long-term ECBs and TRMs keep you one step ahead of just available,protect your soils with a system that combines the about any erosion challenge.We have developed integrated RollMax'VMax®Turf Reinforcement Mats(TRMs)with systems and products with the sole objective to ensure percussion earth anchors.The earth anchors reach deep into absolute customer satisfaction.Our products are backed by the soil strata to offer enhanced anchoring in the worst the most thorough quality assurance practices in the industry. conditions,while our TRMs provide permanent protection of And,we provide comprehensive design assistance for every soils and vegetation.Our variety of earth anchors are designed Tensar system. for durability and holding power under extreme hydraulic stresses and adverse soil conditions(Table 1).And,when our Tensar North American Green provides everything you need earth anchors are used in combination with one of our high- to know for quick,accurate erosion control installation tailored to your site.From start to finish,our RoIIMax Systems' performance TRMs,offer unmatched performance. product installation instructions are based on extensive EXPERIENCE YOU CAN RELY ON research and field-proven techniques to ensure project success.The following pages offer instructions and guidelines Tensar North American Green is the world's leading provider for several scenarios you may encounter during the installation ofperform ance-guaranteed erosion control solutions.For of RoIIMax TRMs with percussion earth anchors. more than 25 years,our line of erosion and sediment control products has kept our customers on solid ground.The For additional installation assistance,please call RollMax'Systems'family of Rolled Erosion Control Products 800-TENSAR-1,visit www.tensarnagreen.com or e-mail (RECPs)is solid evidence of Tensar North American Green's info@tensarcorp.com and we will be happy to put you in touch ongoing investment in innovation.Our short-term and with an erosion control specialist who can assist you. OptionsEarth Anchor leaned Tendon Type( in.x36in.) Assembly Description Fast Emnomic stainless Galvanized stainless Galvanized Install Anchor e .9 Copper Stop Sleeve Manuallycrimped to the stainless steel cable to secure the X X X F a with Stainless steel Washer face plate. CL. dLL Grip End Piece Three-dimensional,serf-securing metal end piecethatdoes X X X X X X y a withStainless Steel Washer not require manual crimping fortendon tensioning. a V « Wedge Grip Piece self-securing end piece that installs flush to the face plate. X X X X X Lu C 3 Does not require manual crimping for tendon tensioning. Aluminum Stop Sleeve Manually crimped to the galvanized cable to secure the X X X with Stainless Steel Washer face plate. TABLE 1 Slope and Levee Installation Detail Choosing the right solution is half the battle against costly erosion.The other half is proper installation.Tensar®North American Green® provides all of the tools and instructions you need for quick,effective installation on your site. Staples/Stakes 30 in.(76.2 cm) Earth Staples/Stakes Anchor 6ft (180 cm) 12 in. '•'':^ (30 cm) S 12 In. Earth (30 cm) Anchor © 12 O (30 cm) • • o • I Staples/Stakes 12 in. (30 cm) 4 in.-6 in. (10-15 cm) Earth 61n. Anchor (15 cm) [ l l Earth © 0 Staples/Stakes Anchor Drawings not to scale GENERAL INSTALLATION 1. Prepare soil before installing the High-Performance Turf Reinforcement S. Place consecutive HPTRMs end over end(shingle style)with a Mat(HPTRM),including any necessary application of soil amendments 4 in.-6 in.(10 cm-15 cm)overlap.Staple/stake through overlapped such as lime or fertilizer. area,approximately 12 in.(30 cm)apart across entire HPTRM width. 2. See Seeding and Vegetating section for details regarding preceeding, 6. Adjacent HPTRMs must be overlapped approximately 4 in.(10 cm) overseeding,or use with sod. and fastened using staples/stakes every 12 in.(30 cm)between 3. Begin at the top of the slope by anchoring the HPTRM in 12 in.(30 cm) earth anchors.For curved sections,adjust the overlap edges deep x 12 in.(30 cm)wide trench with approximately 30 in.(76.2 cm) accordingly to accommodate transitional segments. of HPTRM extended beyond the up-slope portion of the trench. 7. The terminal end of the HPTRM must be anchored with a row Anchor the HPTRM with a row of anchors/staples approximately 12 in, of staples/stakes approximately 12 in.(30 cm)apart in a 6 in. (30 cm)apart in the bottom of the trench.Backfill and compact the (15 cm)deep x 6 in.(15 cm)wide trench.Backfill and compact trench after stapling.Compact soil and fold remaining 30 in.(76.2 cm) the trench after stapling, portion of HPTRM back over compacted soil.Secure HPTRM over soil with a row of staples/stakes spaced approximately 12 in.(30 cm) across the width of the HPTRMs. 4. Roll the HPTRM(4A)down or(4B)horizontally across the slope. HPTRM will unroll with appropriate side against the soil surface. All HPTRM must be securely fastened to soil surface by placing anchors/staples/stakes in appropriate locations as shown in the anchoring detail. Channel Installation Detail Staples/Stakes 4in.-6 in. Staples/Stakes 121.. 10-15 cm 30 cm Earth 12 in.(30 cm) .� Earth Anchor Anchor 6In. r '1 (15 cm) l ^ n n C � � bin. © ^ (1s cm) Staples/Stakes O 6 In. (1s cm) i � e '•: �� ; . __ Earth -i' Anchor III• © j Staples/Stakes \ 1 �I Gl O — — Earth (I Anchor III I•�-I ,--, r-, .—, r-, .-, _ _ I O I I M I I=1 I I=I I I—I I _ _ _ I F I—I 1=I I I-1 I—I 1 4In. — — — — — —III— (10 cm) Staples/Stakes 12 in. (30 cm) .� Earth Anchor 12 in.(30 cm) 6In. r (1s cm) Il C 4 in.-6 in. (10-15 cm) OStaples/Stakes 0 Drawings not to scale GENERAL INSTALLATION 4. Place consecutive HPTRMs end over end(shingle style)with I. Prepare soil before installing the HPTRM,including any necessary a 4 in.x 6 in.(10 cm-15 cm)overlap.Use a double row of stap[es/ application of soil amendments such as lime or fertilizer.See seeding stakes staggered 12 in.(30 cm)apart and 12 in.(30 cm)on center and vegetating section for details regarding preseeding,overseeding to secure HPTRMs. or use with sod. 5. Full length edge of HPTRMs at top of side slopes must be anchored 2. Begin at the top of the channel by anchoring the HPTRM in a with a row of staples/stakes approximately 12 in.(30 cm)apart in a 6 in.(15 cm)deep x 6 in.(15 cm)wide trench with approximately 6 in.(15 cm)deep x 6 in.(15 cm)wide trench.Backfill and compact 12 in.(30 cm)of HPTRM extended beyond the upslope portion the trench after stapling. of the trench.Anchor the HPTRM with a row of anchors/staples/ 6. Adjacent HPTRMs must be overlapped approximately 4 in.(10 cm) stakes spaced approximately 12 in.(30 cm)apart in the bottom and fastened. of the trench. Backfill and compact the trench after stapling. 7. In high flow channel applications,a staple/stake check slot is Compact soil and fold remaining 12 in.(30 cm)portion of HPTRM recommended at 30 ft to 40 ft(9 m-12 m)intervals.Use a double back over compacted soil.Secure HPTRM over soil with a row row of staples/stakes staggered 4 in.(10 cm)apart and 12 in. of anchors/staples/stakes spaced approximately 12 in.(30 cm) (30 cm)on center over entire width of the channel. across the width of the HPTRM. B. The terminal end of the HPTRMs must be anchored with a row of 3. Roll center HPTRM in direction of water flow in bottom of channel. staples/stakes approximately 12 in.(30 cm)apart in a 6 in.(15 cm) HPTRMs will unroll with appropriate side against the soil surface. deep x 6 in.(15 cm)wide trench.Backfill and compact the trench All HPTRMs must be securely fastened to soil surface by placing after stapling, anchors/staples/stakes in appropriate locations as shown in the anchoring detail. Anchoring Detail Anchor Detail Percussion (Shown for a 10 ft wide HPTRM) Earth Anchor 3 ft S ft Installation (0.9 m) _ — - -(1.51 m)— — 2 In.-5 in. (5-12.5 cm) Driving Anchor I, II5W1 Overlap • — • II Trench Option A Option B Pneumatic Manual Earth II II Drive Drive Anchor HAY) Staple/ Stake Rod Loadlocking Earth Anchor `; Removal • — Detail C II Load Bearing Plate II — Tendon O ea NOTES:Anchor Pattern Guide can d." vary based on earth anchor and Securing Plate blanket selection. Against the TERMS Anchor Head (Load-Locked Option A Option B Position) Crimping Self-Tension Drawings not to scale ANCHORING DETAIL secure.If using a self-tensioning end-piece(grip or wedge The performance of ground anchoring devices is highly grip)set by simply tightening the end-piece against the dependent on numerous site/project specific variables.It is the faceplate.If desired,cut the remaining cable assembly, sole responsibility of the project engineer and/or contractor to above end-piece,to desired length. select the appropriate anchor type and length.Anchoring shall SEEDING AND VEGETATING be selected to hold the mat in intimate contact with the soil When using a Composite Turf Reinforcement Mat(C-TRM) subgrade and resist pullout in accordance with the project's with fiber components: design intent. 1. Pre-seed prepared soils prior to the installation of the C-TRM. 1. Staples and/or stakes should be at least 6 in.(15 cm)in Install matting as directed.C-TRM does not require soil infill length and with sufficient ground penetration to resist or a top dressing of seed.Overseeding may be done as a pullout.Longer staples and/or stakes may be needed in secondary form of seeding. looser soils. 2. Sod may be installed in place of seecitng on top of the C-TRM. 2. The percussion earth anchor assembly consists of an anchor Additional staking of sod is recommended in high-flow head,a tendon,a faceplate,and an end-piece device.See conditions.Sodded areas should be irrigated until rooting Tensar®North American Green®Earth Anchor specification through the mat and into subgrade occurs. for detailed information on assembly components and associated pull-out strength. When using a woven HPTRM: 1. Install the HPTRM as directed prior to seed and soil filling. PERCUSSION EARTH ANCHOR INSTALLATION 2. Place seed into the installed HPTRM.After seeding,spread 1. Insert the drive rod into the assembly's anchor head then a layer of fine soil into the mat.Using the flat side of a rake, use either a sledge hammer or vibratory hammer to drive broom or other tool,completely fill the voids.Smooth soil-fill the anchor to their desired depth, in order to just expose the top of the HPTRM matrix.Do not 2. After the desired anchor depth is achieved,retract the place excessive soil above the mat. drive rod. 3. Additional seed,hydraulic mulching of the use of a temporary 3. Lock the anchor assembly by swiftly pulling the cable Erosion Control Blanket(ECB)can be applied over the upwards until the anchor head rotates as signaled by sudden soil-filled mat for increased protection. resistance to pulling.A hooked setting tool may be used 4. Sod may be installed in place of seeding.Install HPTRM, to aid in this step. and soil-fill as outlined above.Place sod directly onto the NOTE:Larger anchors may require more force to set the anchor.This can be soil-filled HPTRM.Additional staking of sod is recommended achieved through using simple mechanical equipment for greater leverage, in high-flow conditions.Sodded areas should be irrigated such as a fulcrum,manual or hydraulicjock,winch,or post puller. until rooting through the mat and into subgrade occurs. 4. Secure the faceplate to the High-performance Turf Rein- s. Consult with a manufacturer's technical representative forcement Mat(HPTRM)surface by locking the end-piece If using a copper or aluminum stop,crimp the ferrule to for installation assistance if unique conditions apply. NORTH AMERICAN GREEN �00 . Corporation 00 Georgia 30009 0 .. Distributed by: 02014,Tensar International Corporation.North American Green Is a registered trademark.Certain products and/or applications described or illustrated herein are protected under one or more U.S.patents.Other U.S.patents are pending,and certain foreign patents and patent applications may also exist.Trademark rights also apply as indicated herein.Final determination of the suitability of any information or material for the use contemplated,and its manner of use,is the sole responsibility of the user.Printed in the U.S.A. EC_RMX_IG_TERMS_8.14