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Contract 60709-PM1
CSC No. 60709-PM1 FORTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF TRAFFIC SIGNAL IMPROVEMENTS FOR SH-114 AND WOLFF CROSSING IPRC Record No. IPRC23-0005 City Project No.104682 FID No.30114-0200431-104682-EO7685 File No. K-3063 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth September 15, 2023 Kimley)))Horn Texas Registered Engineering Firm F-928 801 Cherry Street, Suite 1300, Unit 11 Fort Worth, TX 76102 817.339.2275 Kimley-Horn No. 068918801 � �5p /2024 oF ���\0000000000 * °*® � o ° oABHISHEK °ACHARYA°°� ®0000000000000000000000000000 ®'a o 124094 o Q � �° ° <vd ®®� F o CENS��G���� OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 0011133 1twitatior to Bidders 0n� Last Revised OY20,9020 00 41 00 00 42 43 0043 33 lfisti..,e rs to Bidders Bid Fefm Proposal Form Unit Price Bid Bond OY20,9020 04/02,9014 05/22/2019 04/02,9014 0045 11 Bidders Pfequ l;fie tie 's Prequalification Statement 04 �nv�rvr2vi4 09/01/2015 0045 12 9A-43-�� Bidder- P o ,, l;f �; A�J�r�ati� 03/09,9020 �� 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 52 43 Agreement 06/16/2016 00 61 25 33 Certificate of Insurance Pe .f^,..,.,. aee Z2,,n 07/01/2011 n i /2m�viz nn�4 n,..,. en4 Bond Maintenance Bond n1/�z 01 /31 /2012 00 62 19 007300 0073 10 Stip .ieme tafy r,,, difi n Standard City Conditions of the Construction Contract for Developer n7/nm�z 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting D-e. 08/30/2013 013129 01 3233 eel Meet* - Preconstruction Video 070i,Q 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 11/22/2016 01 7123 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Other Technical Specifications which are used by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents The following specifications are TxDOT specs which have been included right before the appendix. The most recent specs can be viewed and downloaded using the link below: htt_r)s://www.dot. state.tx.us/insdtdot/or2chart/cmd/cserve/usfe/2014/Usfe0101.htfn • 0100 6016 Preparing ROW (Tree) (36" to 48" DIA) • 0416 6032 Drill Shaft (TRF SIF POLE) (36 IN) • 0416 6032 Drill Shaft (TRF SIF POLE) (48 IN) • 0450 6052 Rail (Handrail) (TY F) • 0686 6047 INS TRF SIG PL AM(S)l ARM (44')LUM • 0686 6047 INS TRF SIG PL AM(S)l ARM (50')LUM • 0686 6047 INS TRF SIG PL AM(S)l ARM (60')LUM • 0686 6047 INS TRF SIG PL AM(S)l ARM (65')LUM • 1004 6001 Tree Protection Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htti):Hfortworthtexas.Lov/tvw/contractors/ or https:Happs.fortworthtexas.gov/Proi ectResources/ Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 TTtiI;l-7yRe ,,,yaL A1...,.,1,,ftme 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 0 Site Clearing 312323 Beffew 3 1� 1 24 00 Ert*/aV-.k14,.,airA5 31 25 00 Erosion and Sediment Control 31 36 00 Gabiens 313700 Ripr-ap Date Modified CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 Division 32 - Exterior Improvements 32 0117 Il-x- eQr&rA Asphalt Pa-, ag Repa , 1320118 Tal°i°Ir,041�� 32 11 23 27� Flexible Base Courses Lime e '1`,-ea4e 1 Base feet -sef 3'� Liquid T-Fe 4o l coil E'teab li ff 3212 16 Asphalt Paving It n,c e, l 321273 32 13 13 Asphalt ying C -aek ns Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 27�0 Concrete Paving Joint Sealants U...,;,�,. -iek 32 16 13 B Unit Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings �'� 3231 3 323126 QiA Ad coo P imtimn- Chain > anew andraces Wire Fences r cos 27� Mid Weed> er es a -a r 4es 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding 32 93-43 Trees and l ruY� Division 33 - Utilities 22� Sewe,-.,,,..a Manhole Testing 3303 10 '22� 33-04-12 3304-30 3304-40 Bypaoo PupPr�iXg ofFirnc co..,o, c�,��e. joint 1R,.,,.1;ng a-�,1 Eleetr- ea Ts la4ie .. TiT.,g esiti ,, n,- ede !-'..tb., die Pfeteetio Systo,r. Te,.. per-ary Wa4er- Sef-,4ees. Cleaning n,.eept Testing fWater- Mains 33 04-50 a -a nee Cleaning e f Sewer- Mains 33� 3305 13 33 05 13.10 7TVTTJ-1� Wato.:JfYlJ Lawefiag FfaaneCover- and Grade Rings Cast 1fon > , Co and r_Fade Rings E6�Sfte 1iC.i7V Othef Stmetefes to 33 05 14 3305 7 0 33 05 21 > and Grade retie -ete Ce 1 ff Auger- Befing Turcrol lht.fie cool 33 05 22 33 05 23 Casing Ripe Rand Turmoling 4 last..11..ti,.,.. ,.or,.ffie. Pipe ;n Casing or TwAnal Liner- Plate CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 22� T ee„tio of &dstiag Utilities 33 W 05 Belts, Th�s, and Gasket 33W iA I to Iron Piro 22� D etile ke,-. Fittings 33 1�1 1 3 Goner-ete Pr-esstifePipe Bar- lx 7,-.,,. pe.a Steel Cylinder- Type 22� B:u-;e.a Steel D;p"xzd Fitt4ftgs 22� We Stfesse,l Genefete /''..1;n.7e,- Pipe 22� Water- cery ees 1 ineh to 2 ineh 22� T a e xx7.,te,- Mete, 33 1220 Resilien4,Semed Gate Valve 33 1221 AAMWA P.Ubu lflr Nae.7 BtAte-fly VaPyes 22� Genneetio to Existing Wa4e,- Mains 22� Ge.,-.1 ina4 o Air- Valve Assemblies for- Potable Watef Systems 33 1240 Fire Wdr-an�s 33 4250 Wato: Eam-r).e Stations 33 1260 Sta-adafd Blow off Valve Assembly 33 2�1 13 Fiber -glass Deia fi ,-ee.a Pipe fe Gfa-yity Sanitary Se..,e, 22� High Density Polyethylene (I-IDPE) Pir'afvr Eani ,' 2f 33 31 20 Pelyvinyl Chloride (PNIG) G fyity Sanitary Sewer- Pipe 33312} Pie El,i* ✓rrlrrg 333123 33 31 50 33 31 70 3339 10 c.�3r P*,c I:*hw7gefften4 c , cewef cefyiee remeetions ee r ; e nitaf andcef-,4 re,, iaMier Air- Valve fee- Sa-m tafy cewef eree >,a,.;�� Cast in Uleee Go e.ete Manholes 33 39 20 33 39 30 33 39 40 33 39 60 n.eeast rere.e•1e AR..nhole., Fiber -glass >\aallbeles r) W stew r- n eeess Chamber- (WAG) Epoxy Liner- � far 33 41 10 nei fe,-ee,l rere.e•1i EQ-I,e, ipeiC*&4,� 33 41 HighDensity Delyethylene (14DPE) Pipe fe - St --nit a�dn St- -nit 33 4600 Dei fe,.ee,l Delyet le,-.e "WE) Piro Subdrainage 33 4601 Sletted S orrA Dpc inzi 33 4602 Tenak. Dwima Uleee etien 33 49 10 33-49 20 Cast in Manholes andi Bexes i}3 Dror, k-lrts 33-49 40 $farm Drainage44ea&-allG-a-,,id AV4ngwalls Division 34 - Transportation 3441 10 Traffic Signals 34 41 10.01 Attachment A —Controller Cabinet 3441 10.02 Attachment B — Controller Specification 3441 10.03 Attachment C — Software Specification CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 l~r 11W.d M%.Ahing Jaaeea 34 41 20 Roadway Illumination Assemblies 3^ ^�Oz Ar.,arlal LED Aaad-w Lu\—Ainairoo 34 41 20.02 Freeway LED Roadway Luminaires 3n ^�nv2✓ R-e�tiz� LED P,,,.a.. ay Lumi 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GR-01 60 00 Product Requirements TX-00 00 00 TxDOT Permit PL-00 00 00 Drawings (as approved by the City of Fort Worth on 09/19/2023, 71 pages in length) END OF SECTION CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Pagel of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description No. Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS 1 1 10170.0100 Mobilization 101 7000 LS 1 $7,355.00 $7,355.001 1 2 10241.0100 Remove Sidewalk 10241 13 SF 13 $9.00 $117.001 1 3 10241.1000 Remove Conc Pvmt 10241 15 SY 173 $58.00 $10,034.001 1 4 13211.0123 8" Flexible Base, Type A, GR-2 13211 23 SY 260 $107.00 $27,820.001 1 5 13212.0501 4" Asphalt Base Type B 132 1216 SY 260 $162.00 $42,120.001 1 6 13213.0104 9" Conc Pvmt 132 13 13 SY 224 $239.00 $53,536.001 1 7 13213.0301 4" Conc Sidewalk 132 1320 SF 122 $19.00 $2,318.001 1 8 13213.0506 Barrier Free Ramp, Type P-1 132 1320 EA 6 $3,390.00 $20,340.001 1 9 13216.0101 6" Conc Curb and Gutter 132 1613 LF 246 $83.00 $20,418.001 1 10 13217.0101 6" SLD Pvmt Marking HAS (W) 132 1723 LF 872 $3.00 $2,616.001 1 11 13217.0102 6" SLD Pvmt Marking HAS (Y) 133 1723 LF 923 $3.00 $2,769.001 1 12 13217.0103 6" BRK Pvmt Marking HAS (W) 134 17 23 LF 264 $3.00 $792.001 1 13 13217.0106 6" SLD Pvmt Marking Tape (Y) 135 1723 LF 923 $3.00 $2,769.001 1 14 13217.0201 8" SLD Pvmt Marking HAS (W) 136 1723 LF 703 $4.00 $2,812.001 1 15 13217.0202 8" SLD Pvmt Marking HAS (Y) 137 1723 LF 120 $4.00 $480.00 1 1 16 13217.0501 24" SLD Pvmt Marking HAE (W) 138 1723 LF 478 $11.00 $5,258.001 17 3217.0502 Preformed Thermoplastic Contrast Markings - 24" 39 1723 1 LF 467 Crosswalk $16.00 $7,472.00 1 18 13217.1002 Lane Legend Arrow 140 1723 EA 10 $340.00 $3,400.001 1 19 13217.1004 Lane Legend Only 141 1723 EA 7 $340.00 $2,380.001 1 20 13217.4301 Remove 4" Pvmt Marking 142 17 23 LF 2052 $0.50 $1,026.001 1 21 13217.4306 Remove 24" Pvmt Marking 143 17 23 LF 200 $1.00 $200.001 1 22 13217.4307 Remove Raised Marker 144 17 23 EA 95 $2.00 $190.001 1 23 13217.4402 Remove Lane Legend Arrow 145 17 23 EA 5 $30.00 $150.001 1 24 13217.4403 Remove Lane Legend DBL Arrow 146 17 23 EA 1 $40.00 $40.001 1 25 13217.4404 Remove Lane Legend Only 147 17 23 EA 3 $30.00 $90.001 1 26 13291.0100 Topsoil 13291 19 CY 167 $9.00 $1,503.00 1 1 27 13292.0100 Block Sod Placement 132 92 13 SY 167 $36.00 $6,012.001 1 28 13217.2104 REFL Raised Marker TY II-C-R 132 1723 EA 62 $16.00 $992.00 1 1 TOTAL UNIT IV: PAVING IMPROVEMENTS $225,009.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Forrn Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT V: STREET LIGHTING IMPROVEMENTS 1 3304.0103 Exploratory Excavation of Exisiting Utilities EA 5 $738.00 $3,690.00 2 3441.1403 NO 6 Triplex OH Insulated Elec Condr 3541 10 LF 6390 $8.20 $52,398.00 3 3441.3051 Furnish/Install LED Lighting Fixture (137 Watt 3541 20 EA AT132 Cobra Head) 10 $1,176.00 $11,760.00 4 3441.3321 Furnish/Install 40' Wood Light Pole 3441 20 EA 5 $3,712.00 $18,560.00 5 3441.3323 Fumish/Install 8' Wood Light Pole Arm 3541 20 EA 10 $1,468.00 $14,680.00 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $101,088.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAPads 00 42 43 DAP - BID PROPOSAL Page 3 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description No. Specification I Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS 1 1 12605.3014 2" CONDT RM (Riser) 126 05 33 LF 35 $22.00 $770.001 1 2 12605.3015 2" CONDT PVC SCH 80 (T) 127 05 33 LF 330 $41.00 $13,530.001 1 3 12605.3016 2" CONDT PVC SCH 80 (B) 128 05 33 LF 595 $65.00 $38,675.001 1 4 12605.3025 3" CONDT PVC SCH 80 (T) 129 05 33 LF 95 $46.00 $4,370.001 1 5 12605.3033 4" CONDT PVC SCH 80 (T) 130 05 33 LF 100 $49.00 $4,900.001 1 6 12605.3034 4" CONDT PVC SCH 80 (B) 131 0533 LF 505 $71.00 $35,855.001 1 7 13441.1001 Furnish/Install 3-Sect Signal Head Assembly 13441 10 EA 13 $2,400.00 $31,200.001 1 8 13441.1002 Furnish/Install 4-Sect Signal Head Assembly 13441 10 EA 1 $3,100.00 $3,100.001 1 9 13441.1012 Furnish/Install Ped Signal Head Assmbly 13441 10 EA 6 $1,500.00 $9,000.001 1 10 13441.1031 Fumish/Install Audible Pedestrian Pushbutton Statioi 34 41 10 EA 6 $5,600.00 $33,600.001 1 11 13441.1209 Fumish/Install BBU System EXT Mounted 13441 10 EA 1 $9,185.00 $9,185.00 1 1 12 13441.1215 Furnish/Install Hybrid Detection System 13441 10 EA 4 $8,503.50 $34,014.001 1 13 13441.1220 Furnish/Install Model 711 Preemption Detector 13441 10 EA 4 $2,728.50 $10,914.001 1 14 13441.1224 Fumish/Install Preemption Cable 13441 10 LF 915 $2.00 $1,830.001 1 15 13441.1250 Furnish/histall PTZ Camera 13441 10 EA 1 $8,977.00 $8,977.001 1 16 13441.1255 Fumish/Install Communication Modem 13441 10 EA 1 $4,130.00 $4,130.001 1 17 13441.1260 Fumish/Install CATS Ethernet Cable 13441 10 LF 1070 $4.00 $4,280.001 1 18 13441.1311 51C 14 AWG Multi -Conductor Cable 13441 10 LF 1055 $3.00 $3,165.001 1 19 13441.1312 7/C 14 AWG Multi -Conductor Cable 13441 10 LF 830 $4.00 $3,320.001 1 20 13441.1315 20/C 14 AWG Multi -Conductor Cable 13441 10 LF 760 $9.00 $6,840.001 1 21 13441.1322 3/C 14 AWG Multi -Conductor Cable 13441 10 LF 1255 $3.00 $3,765.001 1 22 13441.1408 NO 6 Insulated Elec Condr 13441 10 LF 290 $5.00 $1,450.001 1 23 13441.1410 NO 10 Insulated Elec Condr 13441 10 LF 1970 $2.00 $3,940.001 1 24 13441.1413 NO 6 Bare Elec Condr SLD 13441 10 LF 145 $4.00 $580.001 1 25 13441.1414 NO 8 Bare Elec Condr 13441 10 LF 1590 $4.00 $6,360.001 1 26 13441.1503 Fumish/Install Ground Box Type D, w/Apron 13441 10 EA 6 $2,690.00 $16,140.001 1 27 13441.1506 Fumish/Install Ground Box Type D 13441 10 EA 1 $2,155.00 $2,155.001 1 28 13441.1603 Fumish/Install 10'- 20' Ped Pole Assmbly 13441 10 EA 4 $2,026.00 $8,104.001 1 29 13441.1709 Ped Pole (10-14') Spread Footing Foundation 13441 10 EA 4 $4,410.00 $17,640.001 1 30 13441.1715 Signal Cabinet Foundation - 352i & BBU 13441 10 EA 1 $6,291.00 $6,291.001 1 31 13441.1725 Furnish/histall ATC Signal Controller 13441 10 EA 1 $7,200.00 $7,200.001 1 32 13441.1741 Fumish/Install 352i Controller Cabinet Assembly 13441 10 EA 1 $36,300.00 $36,300.001 33 3441.1771 Fumish/Install 120-240 Volt Single Phase Metered 3441 20 EA Pedestal 1 $10,250.00 $10,250.00 1 34 13441.4001 Furnish/histall Alum Sign Mast Arm Mount 13441 30 EA 13 $710.00 $9,230.001 35 3441.4002 Furnish/Install Alum Sign Ground Mount TxDOT 3441 30 EA Std. 2 $1,600.00 $3,200.00 1 36 13441.4004 Fumish/Install Alum Sign Ex. Pole Mount 13441 30 EA 1 $650.00 $650.001 1 37 13441.4108 Remove Sign Panel and Post 13441 30 EA 4 $137.00 $548.001 1 38 13471.0001 Traffic Control 13471 13 MO 5 $4,718.00 $23,590.001 1 39 10100 6016 Preparing ROW (Tree) (36" to 48" DIA) 1100 EA 1 $1,120.00 $1,120.001 1 40 10416 6032 Drill Shaft (TRF SIF POLE) (36 IN) 1416 LF 13 $687.00 $8,931.001 1 41 10416 6034 Drill Shaft (TRF SIF POLE) (48 IN) 1416 LF 66 $773.00 $51,018.001 1 42 10450 6052 Rail (Handrail) (TY F) 1450 LF 75 $87.00 $6,525.001 1 43 10686 6047 INS TRF SIG PL AM(S)1 ARM (44')LUM 1686 EA 1 $15,975.00 $15,975.001 1 44 10686 6055 INS TRY SIG PL AM(S)1 ARM (50')LUM 1686 EA 1 $39,900.00 $39,900.001 1 45 10686 6063 INS TRF SIG PL AM(S)1 ARM (60')LUM 1 686 EA 1 $41,514.00 $41,514.00 1 1 45 10686 6067 INS TRY SIG PL AM(S)1 ARM (65')LUM 1686 EA 1 $43,012.00 $43,012.001 1 45 11004 6001 Tree Protection 11004 EA 1 $720.00 $720.00 1 1 TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS $627,763.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43 Bid Proposal_DAPads SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -81DPROPOSAL Page 7 of 7 Bidder's Application Project Item Information (udder's Proposal Aidlist Item Specification Unit of Bid No 17escription I Section No. I Measure ! Quantity Unit Price Did Value Bid Summary UNIT I: PAVING IMPROVEMENTS $225,009.00 UNIT II: STREET LIGHTING IMPROVEMENTS $101,088,00 UNIT III: TRAFFIC SIGNAL IMPROVEMENTS $627,76300 Fhl Did is submitted 111' the entity named below: rT"'R: Durable Specialties, Inc. PO Box 535969 Grand Prairie, TX 75053-5969 Contraclor agrees to complete'WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Rid $063.880.00 T31': TITLE: (i`i-psi►� DATE: !i/2alr�oa3 85 working dayS after the date when the END OF SECTION CITY Of VORT WORTH STANDARD CONSMICTION SPECI FICATION DOCUMENTS - DFV ELOPFR AWARDED PROJ ECTS Foam Version Moe 22,2619 00 42 43_0id Proposal_ DAP 0045 12 DAP PREQUALIFICATION STATEMENT Page I of I SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder 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. In the "Ma ior Work Tv -De" box provide the complete maior work tvne and actual descrip_ tion as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Traffic signal installations with RT lane, ramps & sidewalk I Contractor/Subcontractor Company Name Prequalification j Expiration Date Durable Specialties, Inc. 09/27/24 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Durable Specialties, Inc. PO Box 535969 Grand Prairie, TX 75053-5969 BY: �tic C. Bryan (Signature) TITLE: President DATE: 03/21 /2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12_Prequalification Statement 2015_DAP Form Versicn September 1, 7015 P 5,C 73 5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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.104682. 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: Rv,, (4, sp[c�a�f�S. nC Company r Address City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § BY: P, �v I'(, V— $ C"', {Please Print) Signature: Title: r'EL°s" (Please Print) BEFO ME, the undersigned authority, on this day personally appeared I� A" I( �-t , known to me to be the person whose name is subscribed to the foregoing instrument, nd acknowledged to me that he/she executed the same as the act and deed of D „ Vu 6 (e to u. (h c.s , S • c- for the purposes and consideration therein expressed and in tte capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this `a day of CLfa Lc ✓ , 20 7.� ,r ��.,*p1yWt,, MARK ARCHIBALD :x°'ern Notary Public, State of Texas Comm. Expires 10-14-2023 MONam Notary ID 132209304 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised April 2, 2014 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-1 Developer Awarded Project Agreement Page 1 of 7 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on January 11, 2024 is made by and between the Developer, Exel 4 Inc., d/b/a DHL Supply Chain (USA), authorized to do business in Texas ("Developer"), and 5 Durable Specialties, inc., authorized to do business in Texas, acting by and through its duly 6 authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 8 as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part 14 is generally described as follows: 15 Traffic Sianal Imorovements For SH-114 and Wolff Crossina 16 CPN 104682 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 85 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 29 of the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-2 Developer Awarded Project Agreement Page 2 of 7 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer One Thousand Dollars ($1,000,00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the 39 Contract Documents an amount in current funds of nine hundred fifty-three thousand eight 40 hundred and sixty Dollars ($953,860.00). 41 Article S. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer 44 and Contractor concerning the Work consist of the following: 45 1. This Agreement, 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 E. Payment Bend (DAP VeFsien) 53 d. PeFf fmanee Bend (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h, fr✓nrnr e-m- :, f --aquiro* — not applicable to this 58 project. 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects, CITY OF FORT WORTH Traffic signol Improvements forSH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-3 Developer Awarded Project Agreement Page 3 of 7 61 4. Supplementary Conditions. 62 S. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings (as approved by the City of fort Worth on 09/19/2023, 71 pages in 66 length). 67 7. Not applicable. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract 71 Documents: 72 a. Notice to Proceed. 73 b. Field Orders. 74 c. Change Orders. 75 d. Letter of Final Acceptance. 76 77 78 CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-4 Developer Awarded Project Agreement Page 4 of 7 79 Article 6. INDEMNIFICATION 80 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 81 expense, the Developer, the city, and each of their officers, servants and employees, 82 from and against any and all claims arising out of, or alleged to arise out of, the work 83 and services to be performed by the contractor, its officers, agents, employees, 84 subcontractors, licenses or invitees under this contract. This indemnification provision is 85 soecifically intended to operate and be effective even if it is alleged or proven that -all -or 86 some of the damages being sought were caused, in whole or in part, by anv act, omission 87 or negligence of the Developer or the city. This indemnity provision is intended to 88 include, without limitation, indemnity for costs, expenses and legal fees incurred by the 89 city and/or Developer in defending against such claims and causes of actions. 90 91 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 92 the Developer, the city, and each of their officers, servants and employees, from and 93 against any and all loss, damage or destruction of property of the city and/or the 94 Developer, arising out of, or alleged to arise out of, the work and services to be 95 performed by the contractor, its officers, agents, employees, subcontractors, licensees or 96 invitees under this contract. This indemnification provision is snecifically intended to 97 operate and be effective even if it is alleged or proven that all or some of the damages 98 being sought were caused, in whole or in part, by anv act. omission or negligence of the 99 Developer or the city. 100 101 Article 7. MISCELLANEOUS 102 7.1 Terms. 103 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 104 the Construction Contract for Developer Awarded Projects. 105 7.2 Assignment of Contract. 106 This Agreement, including all of the Contract Documents may not be assigned by the 107 Contractor without the advanced express written consent of the Developer. 108 7.3 Successors and Assigns. 109 Developer and Contractor each binds itself, its partners, successors, assigns and legal 110 representatives to the other party hereto, in respect to all covenants, agreements and 111 obligations contained in the Contract Documents. CITY OF FORT WORTH Traffic Signallmprovements forSH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-5 Developer Awarded Project Agreement Page 5 of 7 112 7.4 Severability. 113 Any provision or part of the Contract Documents held to be unconstitutional, void or 114 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 115 remaining provisions shall continue to be valid and binding upon DEVELOPER and 116 CONTRACTOR. 117 7.5 Governing Law and Venue. 118 This Agreement, including all of the Contract Documents is performable in the State of 119 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 120 Northern District of Texas, Fort Worth Division. 121 122 7.6 Authority to Sign. 123 Contractor shall attach evidence of authority to sign Agreement, if other than duly 124 authorized signatory of the Contractor. 125 Article 8. Developer's Rights. 126 1. Contractor shall deliver to Developer all deliveries or notices required to be 127 delivered to City in accordance with the terms and conditions of the Contract 128 Documents. 129 2. All certificates of insurance and/or bonds required by the Contract Documents 130 shall document the Developer an as "Additional Insured" and/or principle, as 131 applicable, and all insurance policies shall include a Waiver of Subrogation in favor 132 of the Developer. 133 10. All rights of enforcement, approval, reliance, consent or otherwise of the City 134 pursuant to the Contract Documents shall also be rights of the Developer. All 135 limitations of City's Responsibilities as set forth in Section 7.02 of the Standard City 136 General Conditions of the Construction Contract for Developer Awarded Projects 137 shall also be limitations of Developer's Responsibilities. 138 3. In all instances where the Contract Documents provide for something to be 139 provided for, submitted to, or otherwise to benefit the "City," such reference to 140 the City should be interpreted as the "City and the Developer." 141 4. Notwithstanding anything in the Contract Documents to the contrary, no 142 modifications, communications, clarifications, changes, Field Orders, Change 143 Orders, substitutions, "or -equals," or other communications regarding the Work 144 shall be enforceable against Developer unless agreed to as evidenced by a writing CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 005243-6 Developer Awarded Project Agreement Page 6 of 7 145 signed by the Developer. Contractor shall obtain Developer's written consent 146 prior to incurring any costs in relation thereto. Failure to obtain Developer's prior 147 written consent shall be a complete waiver of Contractor's right to reimbursement 148 from Developer of such costs incurred, 149 5. The Contractor shall indemnify, defend and hold harmless the Developer, at 150 Contractor's own expense, the developer, and Its officers, servants and 151 employees, from and against any and all loss, costs, expenses, penalties and 152 damages arising out of, or alleged to arise out of, contractor's, its 153 subcontractor's, supplier's or any other individual or entity for whom contractor 154 is responsible non-compliance with any of the terms and conditions of the 155 contract documents, including but not limited to, contractor's obligations to pay 156 prevailing wage rates. This indemnification provision is snecifically intended to 157 operate and be effective even if it is alleged or proven that all or some of the 158 damages being sought were caused. in whole or in part. by anv act. omission or 159 negligence of the developer or the citv. 160 6. All warranties and guarantees stated within or required by in the Contract 161 Documents shall run to the benefit of the City and the Developer, 162 7. Contractor shall abide by all of the requirements and obligations set forth in 163 Sections 9 and 10 of that certain Standard Community Facilities Agreement 164 between the City and the Developer, dated January 7, 2024, 165 8. Contractor shall have the same obligation to indemnify, defend and hold harmless 166 the Developer as Developer has to the City pursuant to Sections 12(b) and 12(c) of 167 that certain Standard Community Facilities Agreement between the City and the 168 Developer, dated January 7, 2024. 169 170 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 171 counterparts. 172 173 This Agreement is effective as of the last date signed by the Parties ("Effective Date") 174 Contractor: 1/urrklole Isetc Developer: Exel Inc. d/b/a DHI_ Supply Chain (USA) CITY OF FORT WORTH Traffic Signal Improvements forSH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 DocuSign Envelope ID: 85697A84-8034-4858-AAEA-9A8B6A607B40 175 By: (Signature) Patrick Bryan (Printed Name) Title: President Company Name: Durable Specialties, I nc. Address: PO Box 535969 City/State/Zip: Grand Prairie, TX 75053 Date 005243-7 Developer Awarded Project Agreement Page 7 of 7 DooccuuSigned by: By: F%y 53t'2FS 08-437... (Signature Carl DeLuca (Printed Name) Title: Vice President Company name: Exel Inc. d/b/a DHL Supply Chain (USA) Address: 360 Westar Blvd. City/State/Zip: Westerville, OH 43082 1/12/2024 Date CITY OF FORT WORTH Traffic Signal Improvements forS14-114 and WofffCrossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECTS CPN: 104682 Revised June 16, 2016 Policy Number: 10176056CP THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION - SCHEDULED PARTY This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE POLICY COMMERCIAL PROPERTY COVERAGE PART CRIME AND FIDELITY COVERAGE PART BUSINESSOWNERS SPECIAL PROPERTY COVERAGE FORM EMPLOYMENT PRACTICES LIABILITY INSURANCE COVERAGE FORM LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART SCHEDULE 1. Name: BLANKET WHERE REQUIRED BY WRITTEN CONTRACT 2. Address: 500 N CENTRAL EXPY STE 550,PLANO, TX 75074-6742 3. Optional Notification: 30 days Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. We will mail the designated person or organization in the Schedule above at least 30 days advance notice or the number of days advance notice shown in the Schedule above if we cancel or nonrenew this policy for any reason other than nonpayment of premium, subject to statutorily permitted reasons; B. We will mail the designated person or organization in the Schedule above at least 10 days advance notice if we cancel this policy for nonpayment of premium; or C. The person or organization shown in the Schedule above will be mailed confirmation if you cancel this policy for any reason. In no event will the action or timing of the named insured's election to cancel or modify the terms of this policy serve to extend the policy beyond the expiration date shown in the declarations. Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or rep- resentatives. SI 10 20 09 18 Includes copyrighted material of Page 1 of 1 Insurance Services Office, Inc. with its permission Policy Number: 10176046CA COMMERCIAL AUTO BA30001215 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO POLICY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Durable Specialties, Inc. Endorsement Effective Date: 05/31 /2023 CONTENTS: A. ADDITIONAL INSURED — AUTOMATIC STATUS B. BROADENEDINSURED C. DUTIES IN THE EVENT OF AN ACCIDENT, CLAIM, SUIT OR LOSS CONDITION D.. UNINTENTIONAL FAILURE TO DISCLOSE ALL HAZARDS E. RESULTANT MENTAL ANGUISH F. AMENDMENT OF FELLOW EMPLOYEE LIABILITY EXCLUSION G. EMPLOYEES AS INSUREDS H. EMPLOYEE HIRED AUTOS I. INCREASED BAIL BONDS AND LOSS OF EARNINGS J. INCREASED TRANSPORTATION EXPENSE — TOTAL THEFT OF A COVERED AUTO K. INCREASED LOSS OF USE EXPENSE L. ACCIDENTAL DISCHARGE OF AIRBAG COVERAGE M. GLASS REPAIR DEDUCTIBLE WAIVER N. COLLISION DEDUCTIBLE WAIVER O. INCREASED LIMIT FOR ELECTRONIC EQUIPMENT P. TOWING Q. AUTO LOAN/LEASE GAP COVERAGE R. PERSONAL EFFECTS COVERAGE S. LOCKSMITH SERVICES T. TAPES, RECORDS AND DISCS COVERAGE U. HIRED AUTO PHYSICAL DAMAGE V. HIRED PRIVATE PASSENGER AUTOS AND LIGHT TRUCKS — WORLDWIDE COVERAGE W. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US BA 30 00 12 15 Page 1 of 6 Policy Number: 10176046CA A. ADDITIONAL INSURED — this Coverage Part or would be AUTOMATIC STATUS an "insured" under such Item A.1.c. of SECTION II —COVERED policy but for its termination or AUTOS LIABILITY COVERAGE,WHO the exhaustion of its limits of IS AN INSURED is deleted and insurance. Each such replaced with the following: organization remains qualified c. Anyone liable for the conduct of as an "insured" only while you an "insured" described above own a financial interest of more but only to the extent of that than 50% in the organization liability. This includes, but is not during the policy period. limited to, any person or e. Any organization that is acquired organization for whom you are or formed by you, other than a performing operations when partnership or joint venture, of you and such person or which you own a financial organization have agreed in a interest of more than 50% will written contract or a written qualify as an "insured". agreement that such person or However, such organization will organization be added as an not qualify as an "insured" if it is additional insured on your also an "insured" under another policy. Such person or policy, other than a policy organization is an additional written to apply specifically in insured under this policy only excess of this Coverage Part or with respect to liability caused would be an "insured" under in whole or in part by your acts such policy but for its or omissions in the termination or the exhaustion of performance of your ongoing its limits of insurance. Each operations for the additional such organization remains insured. A person or qualified as an "insured" only organization's status as an while you own a financial additional insured for ongoing interest of more than 50% in the operations under this policy organization during the policy ends when your operations for period. the additional insured are This provision does not include: completed or when this policy (1) any organization is cancelled, whichever occurs 180 days or more after its first. acquisition or formation; or (2) "bodily injury", B. BROADENED INSURED "property damage" or The following paragraph is added "covered pollution cost or to SECTION II —A.1. WHO IS AN expense" caused by an INSURED: "accident" that occurred d. Any organization of yours, other before you acquired or than a partnership or joint formed the organization. venture, of which you own a financial interest of more than C. DUTIES IN THE EVENT OF AN 50% as of the effective date of ACCIDENT, CLAIM, SUIT OR LOSS this Coverage part, will qualify CONDITION as an "insured". However, such The following paragraph is added to organization will not qualify as "insured" the end of Paragraph A. 2., an if it is also an "insured" under another policy, SECTION IV — BUSINESS AUTO other than a policy written to CONDITIONS: apply specifically in excess of Your obligation to notify us promptly of an "accident", claim, "suit" or "loss" is BA 30 00 12 15 Page 2 of 6 Policy Number: 10176046CA satisfied if you send us written notice as excess over any other collectible soon as practicable after any of your insurance executive officers, directors, partners, insurance managers, legal G. EMPLOYEES AS INSUREDS representatives, or "employees" authorized by you to give or receive The following is added to the SECTION notices becomes aware of or should II —COVERED AUTOS LIABILITY have become aware of such "accident", COVERAGE, Paragraph A.1. Who Is An claim, "suit" or "loss". Insured provision: If you report an "accident" or "loss" to Any "employee" of yours is an "insured" your workers compensation insurer while using a covered "auto" you don't which later becomes a claim under this own, hire or borrow in your business or coverage part, failure to report such your personal affairs. "accident" or "loss" to us at the time of the "accident" or "loss" will not be H. EMPLOYEES HIRED AUTOS considered a violation of this Condition, if you notify us as soon as practicable The following is added to the SECTION when you become aware that the II —COVERED AUTOS LIABILITY "accident" or "loss" has become a COVERAGE, Paragraph A.1. Who Is An liability claim. Insured provision: Any "employee" of yours is an "insured" while operating an "auto" hired or rented D. UNINTENTIONAL FAILURE TO under a contract or agreement in that DISCLOSE ALL HAZARDS "employee's" name, with your The following paragraph is added to permission, while performing duties Paragraph B. of SECTION IV — related to the conduct of your business. BUSINESS AUTO CONDITIONS: SECTION IV — BUSINESS AUTO Based on our reliance on your CONDITIONS, B. General Conditions, representations of existing hazards, if 5.b. Other Insurance is replaced by the you unintentionally fail to disclose all following: such hazards prior to the beginning of For Hired Auto Physical Damage the policy period of this Coverage Part, Coverage, the following are deemed to we shall not deny coverage under this be covered "autos" you own: Coverage Part because of such failure. 1. Any covered "auto" you lease, hire, rent or borrow; and E. RESULTANT MENTAL ANGUISH 2. Any covered "auto" hired or rented by your "employee" The definition of "bodily injury" is under a contract in that SECTION V- DEFINITIONS is replaced individual "employee's" name, by the following" with your permission, while "Bodily injury" means bodily injury, performing duties related to sickness or disease sustained by any the conduct of your business. person, including mental anguish or However, any "auto" that is leased, death resulting from any of these. hired, rented or borrowed with a driver is not a covered "auto". F. AMENDMENT OF FELLOW EMPLOYEE LIABILITY EXCLUSION I. INCREASED BAIL BONDS AND LOSS The Fellow Employee Exclusion OF EARNINGS contained in Section II — Covered Autos SECTION I I —COVERED AUTOS Liability Coverage does not apply if the LIABILITY COVERAGE, A.2. Coverage "bodily injury" results from the use of a Extensions, a. Supplementary covered "auto" you own or hire. The Payments is amended by: insurance granted under this provision is BA 30 00 12 15 Page 3 of 6 Policy Number: 10176046CA 1. Replace the $2,000 limit for cost of bail bonds with $5,000 in paragraph (2); and 2. Replace the $250 a day limit for reasonable expenses including actual loss of earnings with $500 a day in paragraph (4). J. INCREASED TRANSPORTATION EXPENSE — TOTAL THEFT OF A COVERED AUTO SECTION III — PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions, a. Transportation Expenses, is amended by replacing $20 per day with $60 per day, and the $600 maximum with $1,800 maximum. This extension applies to all covered "autos" with a Gross Vehicle Weight of less than 10,001 pounds. K. INCREASED LOSS OF USE EXPENSES SECTION III — PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions, b. Loss Of Use Expenses, is amended by replacing $20 per day with $60 per day, and the $600 maximum with $1,800 maximum. L. ACCIDENTAL DISCHARGE OF AIRBAG COVERAGE The following is added to Exclusion 13.3.a. of SECTION III — PHYSICAL DAMAGE COVERAGE: However, this exclusion does not apply to the accidental discharge of an airbag. M. GLASS REPAIR DEDUCTIBLE WAIVER The following is added to paragraph D. of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible applies to glass damage if the glass is repaired in a manner acceptable to us rather than replaced. N. COLLISION DEDUCTIBLE WAIVER The following is added to paragraph D. of SECTION III — PHYSICAL DAMAGE COVERAGE: When a covered "auto" insured for Collision coverage under this policy collides with another "auto" we insure, the Collision deductible applicable to the covered "auto" or "autos" insured under this policy shall not apply. O. INCREASED LIMIT FOR ELECTRONIC EQUIPMENT Section III PHYSICAL DAMAGE COVERAGE C.1. b. is amended by replacing the $1,000 with $2,500. P. TOWING SECTION III — PHYSICAL DAMAGE COVERAGE, A.2. Towing, is replaced by replacing the following: 2. Towing We will pay up to $75 for towing and labor costs incurred each time an "auto" with a Gross Vehicle Weight of less than 10,001 pounds is disabled if the declarations indicate that either Comprehensive Coverage or Specified Causes of Loss Coverage and Collision Coverage are provided for that "auto". Q. AUTO LOAN/LEASE GAP COVERAGE The following is added to SECTION III — PHYSICAL DAMAGE COVERAGE: In the event of a total "loss" to a covered "auto" shown in the Schedule or Declarations, we will pay any unpaid amount due on the lease or loan for a covered "auto", less: 1. Overdue payments and financial penalties associated with those payments as of the date of the "total loss"; 2. The carryover, transfer or rollover of a previous outstanding lease or loan BA 30 00 12 15 Page 4 of 6 Policy Number: 10176046CA balance from another vehicle to the original lease or loan for the scheduled "auto"; 3. The dollar amount of any unrepaired damage which occurred prior to the total "loss" of the scheduled "auto"; 4. All refunds paid or payable to you as a result of the early termination of the lease of loan agreement or, to the extent financed, as a result of the early termination of any warranty or extended service agreement on the scheduled "auto"; 5. Financial penalties imposed under a lease agreement for high mileage, excessive use or abnormal wear and tear; 6. Nonrefundable security deposits; and 7. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease. The following is added to paragraph A. Loss Conditions of SECTION IV — BUSINESS AUTO CONDITIONS: Lease/Loan Gap Coverage shall apply to the remaining term of the original lease or loan agreement written on the scheduled "auto" at the time of total "loss". R. PERSONAL EFFECTS COVERAGE The following is added to SECTION III — PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions: c. Personal Effects We will pay up to $500 for "loss" to personal effects which are: (1) owned by an "insured"; and (2) in or on a covered "auto". This coverage applies only in the event of a total theft of a covered "auto". No deductible applies to this coverage. Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment are not considered personal effects. S. LOCKSMITH SERVICES The following is added to SECTION III — PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions: d. Locksmith Services We will pay up to $100 for necessary locksmith services incurred because keys to a covered "auto" have been lost, stolen or damaged. No deductible applies to this coverage. T. TAPES, RECORDS AND DISCS COVERAGE Exclusion BA.a. of SECTION III — PHYSICAL DAMAGE COVERAGE does not apply. The following is added to SECTION III — PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions: e. Tapes, Records And Discs Coverage Under Comprehensive Coverage we will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (1) Are your property or that of a family member or employee (2) Are in a covered "auto" at the time of "loss". The most we will pay for "loss" is $200. U. HIRED AUTO PHYSICAL DAMAGE If hired "autos" are covered "autos" for Covered Autos Liability Coverage, then BA 30 00 12 15 Page 5 of 6 Policy Number: 10176046CA Comprehensive and Collision coverages $1,000 deductible will apply are extended to an "auto" you lease, for the "loss". hire, rent, or borrow subject to the following: V. HIRED PRIVATE PASSENGER AUTOS 1. The most we will pay for AND LIGHT TRUCKS — WORLDWIDE "loss" to any leased, hired, COVERAGE rented, or borrowed "auto" Paragraph b. 7.5.(1) of Section IV — is is the Actual Cash Value or BUSINESS AUTO CONDITIONS — thecost to repair the "auto", echever Policy Period, Coverage Territory is is smallest. whireplaced by the following: 2. The deductible for Hired Anywhere in the world if a covered Auto Physical Damage will "auto" of the private passenger type or a be equal to the largest deductible applicable to any light truck with Gross Vehicle Weight owned "auto" scheduled on less than 10,001 pounds is leased, this policy for that coverage. hired, rented or borrowed without a No deductible applies to driver for a period of 30 days or less. loss by fire or lightning. 3. If the "loss" to the leased, W.TRANSFER OF RIGHTS OF hired, rented, or borrowed RECOVERY AGAINST OTHERS TO "auto" is covered by US Comprehensive Coverage, The following is added to Section IV — and if no owned "auto" BUSINESS AUTO CONDITIONS A.S. scheduled on this policy is Transfer Of Rights Of Recovery Against insured for Comprehensive Others To Us: Coverage, a $100 We waive any right of recovery we may deductible will apply to the have against any person or organization "loss". to the extent required of you under a 4. If the "loss" to the leased, written contract executed prior to any hired, rented, or borrowed "accident" or "loss", provided the "auto" is covered by "accident" or "loss" arises out of Collision Coverage, and if operations contemplated by such no owned "auto" scheduled contract. This waiver applies only to the on this policy is insured for person or organization designated in Collision Coverage, a such contract. BA 30 00 12 15 Page 6 of 6 Policy Number: 10176056CP THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS - STATE AUTO PEAK SERIES FOR CONTRACTOR'S LIABILITY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM CONTENTS: A. PROPERTY OF OTHERS IN THE CARE, CUSTODY OR CONTROL OF THE INSURED & VOLUNTARY PROPERTY DAMAGE B. ADDITIONAL INSURED —AUTOMATIC STATUS WHEN REQUIRED IN A WRITTEN CONSTRUCTION AGREEMENT C. ADDITIONAL INSURED —AUTOMATIC STATUS WHEN REQUIRED FOR PERMITS D. ADDITIONAL INSURED — ENGINEERS, ARCHITECTS, OR SURVEYORS E. CONTRACTOR'S POLLUTION LIABILITY COVERAGE F. AUTOMATIC LIMITED CONTROLLED (WRAP-UP) INSURANCE PROGRAM WITH EXCESS COVERAGE G. BROADENED LIABILITY COVERAGE FOR DAMAGE TO "YOUR PRODUCT" AND "YOUR WORK" H. JOINT VENTURES/PARTNERSHIP/LIMITED LIABILITY COMPANIES I. "MOBILE EQUIPMENT" REDEFINED J. CONTRACT PENALTY REIMBURSEMENT A. PROPERTY OF OTHERS IN THE CARE, CUSTODY OR CONTROL OF THE INSURED & VOLUNTARY PROPERTY DAMAGE 1. Care, Custody or Control Liability Coverage a. With respect to Care, Custody or Control Liability Coverage provided in this endorsement only:. (1) Exclusions 2.j.(3), and 2.j.(4) of Section I — Coverages — Coverage A - Bodily Injury And Property Damage Liability do not apply to "property damage" to: (a) Tools or equipment you borrow from others, nor (b) Other personal property of others in the care, custody or control of the Named Insured while being used in your operations away from premises owned, occupied by or rented to an insured. However, the coverage granted by this exception to Exclusions 2.j.(3), and 2.j.(4) does not apply to: (a) Property that is "mobile equipment" leased by an insured; (b) Property that is an "auto", aircraft or watercraft; (c) Property in transit; or (e) Any portion of "property damage" for which the insured has other valid and collectible insurance available, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. SL 10 14 01 23 Includes copyrighted material of Page 1 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 2. Voluntary Property Damage Coverage For the purpose of Voluntary Property Damage Coverage in this endorsement only, the following applies: a. Section I - Coverages is amended to include the following: VOLUNTARY PROPERTY DAMAGE COVERAGE (1) Insuring Agreement (a) We will pay the cost to repair or replace "property damage" to property of others arising out of operations incidental to your business when: 1) Damage is caused by you; or 2) Damage occurs while in your possession. At your written request, we will make this payment regardless of whether you are at fault for the "property damage". If you, at our request, replace, or make any repairs to, damaged property of others, the amount we will pay under Voluntary Property Damage Coverage will be determined by your actual cost to replace or repair the damaged property, excluding any profit or overhead. Any payment we make under Voluntary Property Damage Coverage shall not be interpreted as an admission of liability by you or by us. (b) This insurance applies to "property damage" only if: 1) The "property damage" takes place in the "coverage territory"; and 2) The "property damage" occurs during the policy period. (2) Exclusions Exclusions 2.j.(5) and 2.j.(6) of Section I — Coverages — Coverage A - Bodily Injury And Property Damage Liability do not apply to "property damage" to property of others as described under this Voluntary Property Damage Coverage. All other applicable exclusions under Coverage A — Bodily Injury And Property Damage Liability apply. (3) Definitions For purposes of this Voluntary Property Damage Coverage only, the following definitions under Section V - Definitions are replaced by the following: 13. "Occurrence" means an incident, including continuous or repeated exposure to substantially the same general harmful conditions that result in "property damage". 17. "Property damage" means physical injury to tangible property. "Property Damage" does not include disappearance, abstraction or theft. Electronic data is not tangible property. As used in this definition, electronic data means information, facts or programs, stored as or on, created or used on, transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD- ROMs, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. 3. With respect to the Care, Custody or Control Liability, paragraph A.1. above, and Voluntary Property Damage Coverage, paragraph A.2. above in this endorsement: a. We shall have no duty whatsoever to defend claims and/or lawsuits for which the only coverage provided is under this limited grant of coverage; b. Any payment we make shall not be interpreted as an admission of liability by you or by us; and c. Supplementary Payments — Coverages A And B under Section I — Coverages does not apply. 4. Limits of Insurance With respect to this Care, Custody or Control Liability Coverage and Voluntary Property Damage Coverage afforded in this endorsement, the following is added to Section III — Limits of Insurance: Regardless of the number of insureds, claims made or "suits" brought, or persons or organizations making claims or bringing "suits": SL 10 14 01 23 Includes copyrighted material of Page 2 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP a. Subject to b. below, the most we will pay for "property damage" including all resulting loss of use is: 1) $2,500 as a result of any one "occurrence" and the most we will pay for the sum of all occurrences during the policy period is the aggregate limit of $10,000; or 2) The amount shown in the Declarations, if greater than 1) above, for Property Of Others In The Care, Custody, And Control Of The Insured & Voluntary Property Damage. b. The limit in 3.a.1) above is part of and not in addition to the Commercial General Liability Each Occurrence limit described in Paragraph 5. of Section III — Limits of Insurance of the Commercial General Liability Coverage Form. We will not pay for "property damage" in any one "occurrence" until the amount of loss or damage exceeds the deductible shown for this coverage in the policy declarations. We will then pay the amount of loss or damage in excess of the deductible, up to the applicable limit of insurance. The limits of insurance will not be reduced by the application of such deductible amount. We may pay any part or the entire deductible amount to effect settlement of any claim or "suit' and, upon notification of the action taken; you shall promptly reimburse us for such part of the deductible amount as has been paid by us. c. The amount we pay for the sum of all occurrences in an annual policy period is the Aggregate Limit for this coverage. This amount is part of and not in addition to the Commercial General Liability General Aggregate Limit described in Paragraph 2. of Section III — Limits of Insurance of the Commercial General Liability Coverage Form. B. ADDITIONAL INSURED — AUTOMATIC STATUS WHEN REQUIRED IN A WRITTEN CONSTRUCTION AGREEMENT The words "you" and "your" as used in this provision refer to the Named Insured shown in the Declarations and any other person or organization qualifying as a Named Insured under the policy to which this endorsement is attached. "You" and "your" do not refer to an additional insured. 1. SECTION II — WHO IS AN INSURED is amended to include any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: a. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: (1) The Insurance Services Office (ISO) CG 20 10 (10/01 edition); or (2) The Insurance Services Office (ISO) CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of: (a) Your ongoing operations, with respect to Paragraph D.1.a.(1) above; or (b) "Your work" and included in the "products -completed operations hazard"„ with respect to Paragraph DA .a.(2) above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph D.1.a., insurance afforded to such additional insured: Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs subsequent to your execution of the written contract or written agreement; and ii. Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. SL 10 14 01 23 Includes copyrighted material of Page 3 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP b. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: (1) The Insurance Services Office (ISO) CG 20 10 (07/04 edition); or (2) The Insurance Services Office (ISO) CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (a) Your acts or omissions; or (b) The acts or omissions of those acting on your behalf, in the performance of: 1. Your ongoing operations, with respect to Paragraph D.1.b.(1) above; or 2. "Your work" and included in the "products -completed operations hazard", with respect to Paragraph D.1.b.(2) above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph DA b., insurance afforded to such additional insured: i. Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs subsequent to your execution of the written contract or written agreement; and ii. Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. c. If neither Paragraph D.1.a. nor Paragraph D.1.b above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: (1) Under the Insurance Services Office (ISO) CG 20 10 (04/13) or Insurance Services Office (ISO) CG 20 10 (12/19) edition, any subsequent edition, or if no edition date is specified; or (2) With respect to ongoing operations if no form is specified; such person or organization is then an additional insured, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (a) Your acts or omissions; or (b) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph D.1.c. insurance afforded to such additional insured: Only applies to the extent permitted by law; Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and iii. Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs subsequent to your execution of the written contract or written agreement. d. If neither Paragraph D.1.a. nor Paragraph D.1.b above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: SL 10 14 01 23 Includes copyrighted material of Page 4 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (1) Under the Insurance Services Office (ISO) CG 20 37 (04/13) or Insurance Services Office (ISO) CG 20 37 (12/19) edition, any subsequent edition, or if no edition date is specified; or (2) With respect to the "products -completed operations hazard" if no form is specified, such person or organization is then an additional insured, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part by "your work" and included in the "products - completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph D.1.d., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury" or "property damage" occurs subsequent to your execution of the written contract or written agreement. 2. With respect to the insurance afforded to the additional insured described above, the following additional exclusion applies: a. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render any professional engineering, architectural or surveying services by you or others on your behalf, including: (1) The preparing, approving, failing to prepare approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; or (2) Supervisor or inspection activities performed as part of any related 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. 3. With respect to the insurance afforded to an additional insured under Paragraph DA.c. or Paragraph D.1.d. of this endorsement, the following applies: a. The following is added to SECTION III — LIMITS OF INSURANCE: The most we will pay on behalf of the additional insured is the amount of insurance: (1) Required by a written contract or written agreement; or (2) 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. b. Paragraph 9.f. of SECTION V - DEFINITIONS is amended as follows: That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization, provided the "bodily injury" or "property damage" is caused, in whole or in part, by you or by those acting on your behalf. However, such part of a contract or agreement shall only be considered an "insured contract" to the extent your assumption of the tort liability is permitted by law. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. SL 10 14 01 23 Includes copyrighted material of Page 5 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 4. With respect to the coverage provided under this endorsement: a. The following is added to Paragraph 4.a. of the Other Insurance, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: Primary and Noncontributory Insurance However, this insurance is primary to and will not seek contribution from any other insurance available to a person or organization added as an additional insured under the terms of the endorsement provided that: (1) The person or organization is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. b. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. 5. This additional insured provision does not apply to an additional insured or project which has been specifically addressed by separate endorsement to this Coverage Part showing the additional insured in a Schedule of additional insureds. C. ADDITIONAL INSURED —AUTOMATIC STATUS WHEN REQUIRED FOR PERMITS 1. The words "you" and "your" as used in this provision refer to the Named Insured shown in the Declarations and any other person or organization qualifying as a Named Insured under the policy to which this endorsement is attached. "You" and "your" do not refer to an additional insured. 2. SECTION II — WHO IS AN INSURED is amended to include any state, governmental agency, subdivision or political subdivision for which you are required to add as an additional insured because of the issuance or existence of a permit, but only with respect to: a. Liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: (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 which the permit was issued; and b. Permits: (1) Currently in effect or becoming effective during the term of this policy; and (2) Executed prior to the "bodily injury", "property damage," or "personal and advertising injury". However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. 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. A person's or organization's status as an additional insured for ongoing operations ends when your operations for which the permit was issued are completed. SL 10 14 01 23 Includes copyrighted material of Page 6 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 3. With respect to the insurance afforded to the additional insured described in E. 2. above, this insurance does not apply to: a. Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard". 4. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: b. Required by the contract or agreement; or c. 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. D. ADDITIONAL INSURED — ENGINEERS, ARCHITECTS, OR SURVEYORS 1. Section II — Who Is An Insured is amended to include as an additional insured any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part, by your acts or omissions or the acts or omission of those acting on your behalf. a. In connection with your premises; or b. In the performance of your ongoing operations. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. 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. 2. 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 the failure to render any professional services by or for you, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, filed 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 services by or for you. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or 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. SL 10 14 01 23 Includes copyrighted material of Page 7 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP E. CONTRACTOR'S POLLUTION LIABILITY COVERAGE 1. Under SECTION I — COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, we will pay those sums that the insured becomes legally obligated to pay as damages because of "bodily injury", "property damage" and "clean-up costs" arising out of a "pollution incident". This insurance only applies to "bodily injury" and "property damage" which occurs during the policy period provided that: a. the "pollution incident" begins at an identified time and place and ends in its entirety within 72 hours; b. you have notified us of the "pollution incident" as soon as practicable, but no more than 14 days after its ending; and c. it is "accidental". 2. LIMITS OF INSURANCE Solely for purposes of the insurance provided by this coverage for "bodily injury", "property damage" and "clean-up costs" arising out of a "pollution incident", SECTION III — LIMITS OF INSURANCE is replaced in its entirety by the following: a. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of: (1) Insureds; (2) Claims made or "suits" brought; (3) Persons or organizations making claims or bringing "suits"; or (4) Governmental actions taken with respect to "clean-up costs" b. The General Aggregate Limit is the most we will pay for the sum of: (1) Medical expenses under Coverage C; (2) Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; and (3) Damages under Coverage B; c. Subject to Paragraph 2.b. above, the Contractor's Pollution Annual Aggregate is the most that we will pay for the sum of: (1) All damages because of "bodily injury" and property damage"; and (2) All "clean-up costs" incurred because of "environmental damage"; resulting from all "pollution incidents". d. Subject to Paragraph 2.b. above, the Each Occurrence Limit is the most we will pay for the sum of: (1) Damages Under Coverage A; (2) Medical expenses under Coverage C; and (3) All damages because of "bodily injury" and property damage"; and (4) Damages under Contractor's Pollution Liability under this provision; because of injury or damages arising out of any one "occurrence". e. Subject to Paragraph 2.c. and 2.d. above, the Contractor's Pollution Coverage Occurrence Limit is the most we will pay for the sum of: (1) All damages because of "bodily injury" and property damage"; and (2) All "clean-up costs" incurred because of "environmental damage" arising from one "pollution incident". SL 10 14 01 23 Includes copyrighted material of Page 8 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP f. The Limits of Insurance of this Coverage apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. 3. DEDUCTIBLE a. Our obligation under this coverage to pay damages on your behalf applies only to the amount of damages in excess of $1,000. as applicable to the Contractor's Pollution Coverage Occurrence Limit of Liability. Neither the Contractor's Pollution Coverage Occurrence Limit of Liability nor the Contractor's Pollution Coverage Annual Aggregate Limit of Liability will be reduced by the application of such deductible amount. b. The terms of this insurance, including those with respect to: (1) Our right and duty to defend any "suits" seeking those damages; and (2) Your duties in the event of a "pollution incident", claim or "suit"; apply irrespective of the application of the deductible amount. c. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us of such part of the deductible amount as has been paid by us. 4. EXCLUSIONS Solely for purposes of the insurance provided by this coverage for "bodily injury" and "property damage" arising out of a "pollution incident": a. Exclusion f.(1)(d) under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY in SECTION I — COVERAGES does not apply. b. The following exclusions are added: The coverage provided by this coverage does not apply to: (1) Products -Completed Operations Hazard "Bodily injury", "property damage" and "clean-up costs" included within the "products -completed operations hazard"; (2) Governmental Directives "Bodily injury", "property damage" and "clean-up costs" arising out of a "pollution incident" which results from or is directly or indirectly attributable to failure to comply with any applicable statute, regulation, ordinance, directive or order relating to the protection of the environment and promulgated by any governmental body, provided that failure to comply is a willful or deliberate act or omission of: (a) The insured; or (b) You or any of your members, partners or executive officers. (3) Intentional Discharge Or Release "Bodily injury", "property damage" and "clean-up costs" arising out of the actual, alleged or threatened discharge, dispersal, emission, release or escape of "pollutants" at or from an "insured site" if such "pollutants" were brought on or to the "insured site" by any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf, in connection with your operations at such "insured site" and: (a) such pollutants are intentionally discharged or released by any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf; or (b) with the intent that they be discharged, dispersed or released as part of the operations being performed by such insured, contractor or subcontractor. SL 10 14 01 23 Includes copyrighted material of Page 9 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (4) Owned And Non -owned Disposal Sites "Bodily Injury", "property damage" and "clean-up costs" arising out of a "pollution incident" on, at, under or migrating from any "owned disposal site" or "non -owned disposal site". (5) Fungi Or Bacteria "Bodily Injury", "property damage" and "clean-up costs" arising out of the actual, alleged or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or presence of, any "fungi" or bacteria, regardless of whether any other cause, event, material or product contributed concurrently or in any sequence to such "loss". This paragraph does not apply to "bodily injury" arising out of a bacterial infection which develops in connection with physical harm to the person sustaining the "bodily injury", if such physical harm is not excluded by this exclusion and a "claim" is made against the "insured" for such physical harm; and Any loss, cost or expense arising out of the abating, testing for, monitoring, cleaning up, removing, contain, treating , detoxifying, neutralizing, remediating or disposing of , or in any way responding to or assessing the effects of , "fungi" or bacteria by any "insured" or by any other person or organizations. (6) Professional Services "Bodily Injury", "property damage" or "environmental damage" arising out of the performance of, or failure to perform, "professional services" by or on behalf of any "insured". All other COVERAGE A Exclusions of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM or added by endorsement to your policy apply. 5. DEFINITIONS a. When used in this coverage only, the following definitions are added to SECTION V — DEFINITIONS: (1) "Accidental" means unintended and unexpected. (2) "Environmental damage" means the injurious presence of "pollutants" in or upon land, the atmosphere, or any watercourse or body of water. (3) "Fungi" means any type or form of fungus, including mold or mildew and any mycotoxins, spores, scents or byproducts produced or released by fungi. (4) "Insured site" means any premises, site or location on which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations providing the "pollutants" are brought on or to the premises, site or location in connection with such operations by such insured, contractor or subcontractor. (5) "Non -owned disposal site" means a premises, site or location that: (a) Is not, and was not at any time, owned or operated by an insured; (b) Is located outside the boundaries of an "insured site" where operations are being performed; and (c) Is, or was at any time, used by or for any insured or others for the handling, storage, disposal, processing or treatment of waste. (6) "Owned disposal site" means a premises, site or location that: (a) Is, or was at any time, owned or operated by an insured; (b) Is located outside the boundaries of an "insured site" where operations are being performed; and (c) Is, or was at any time, used by or for any insured or others for the handling, storage, disposal, processing or treatment of waste. (7) "Pollution incident" means the actual, alleged discharge, dispersal, emission, release or escape of "pollutants" into or upon land, the atmosphere, or any watercourse or body of water at or from an "insured site", provided that such discharge, dispersal, emission, release or escape results in SL 10 14 01 23 Includes copyrighted material of Page 10 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP "environmental damage". All "bodily injury" and "property damage" arising out of one discharge, dispersal, emission, release or escape (or repeated and continuous discharges, dispersals, emissions, releases or escapes) shall be deemed to be one "pollution incident" and shall be deemed to have occurred in the "coverage term" in which the "pollution incident' commenced. "Pollution incident" does not include "property damage" to a "waste facility". "Pollution incident" does not include any "bodily injury" or "property damage" which is included in the exceptions to the pollution exclusion provided by subparagraphs (1)(d)(i), (ii) and (iii) of exclusion f. Pollution under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY in SECTION I — COVERAGES. (8) "Professional services" means: (a) Preparing, approving, or failing to prepare or approve: 1. Maps, shop drawings, opinions, reports, surveys, field orders or change orders; or 2. Drawings and specifications; (b) Any, architectural, engineering or surveying activity: (c) Construction management services; and (d) Supervisory or inspection activities performed as part of any related architectural, or engineering or surveying activities or related construction management services. (9) "Waste facility" means any site or part of any site to which waste from the operations of an "insured site" is consigned for delivery or delivered for storage, disposal, processing or treatment. b. When applicable to this coverage only, the following definitions under SECTION V — DEFINITIONS are replaced with the following: (1) Products -completed operations hazard": (a) Includes all "bodily injury", "property damage" and "environmental damage" occurring away from premises you own or rent and arising out of "your product' or "your work" except: 1. Products that are still in your physical possession; or 2. Work that has not yet been completed or abandoned. However, "your work" will be deemed completed at the earliest of the following times: When all of the work called for in your contract has been completed. When all of the work to be done at the job site has been completed if your contract calls for work at more than one job site. iii. When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. (b) Does not include "bodily injury", "property damage" or "environmental damage" arising out of: 1. The transportation of property, unless the injury or damage arises out of a condition in or on a vehicle not owned or operated by you, and that condition was created by the "loading or unloading" of that vehicle by any insured; or 2. The existence of tools, uninstalled equipment or abandoned or unused materials. SL 10 14 01 23 Includes copyrighted material of Page 11 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (2) "Property damage" means: (a) Physical injury to, destruction of or contamination of tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to have taken place at the time of the "pollution incident' that caused it; or (b) Loss of use of tangible property that is not physically injured, destroyed or contaminated but has been evacuated, withdrawn from use or rendered inaccessible because of a "pollution incident'. All such loss of use shall be deemed to have taken place at the time of the "pollution incident" that caused it. For purpose of this insurance, "electronic data" is not tangible property. F. AUTOMATIC LIMITED CONTROLLED (WRAP-UP) INSURANCE PROGRAM WITH EXCESS COVERAGE The following is added to Paragraph 2. Exclusions of COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY and COVERAGE B — PERSONAL AND ADVERTISING INJURY LIABILITY: 1. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury": a. Arising out of your ongoing operations; or b. Included in the "products -completed operations hazard"; at any location for which a "controlled (wrap-up) insurance program" has been provided by a prime contractor/project manager or owner of the construction project in which you are enrolled with respect to "bodily injury", "property damage" or "personal and advertising injury". 2. This exclusion applies whether or not the "controlled (wrap-up) insurance program" a. Provides coverage identical to that provided by this Coverage Part; b. Has limits adequate to cover all claims; or c. Remains in effect. However, this exclusion does not apply to any person or organization added as an additional insured by attachment of an endorsement to this Coverage Part who is not enrolled in a "controlled (wrap-up) insurance program" with respect to the "bodily injury" or "property damage" described in Paragraph F.1. above. 3. However, this exclusion does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: a. Your ongoing operations that are being performed at any location owned by, or rented to you that is outside the project site and is not covered by the "controlled (wrap-up) insurance program" for that project; b. Your ongoing operations that are punch list or warranty work, if coverage was available to the insured under the "controlled (wrap-up) insurance program" for "bodily injury", "property damage" or "personal and advertising injury" arising out of your ongoing operations and the "bodily injury", "property damage" or "personal and advertising injury" occurs after the expiration of all such coverage; or c. Your ongoing operations or operations included within the "products -completed operations hazard" when; 1) The highest limit of the "controlled (wrap-up) insurance program" for that project would apply to such damages but for the exhaustion of the applicable limits of such insurance due to the payment of claims or in the event of bankruptcy or insolvency of all "controlled (wrap-up) insurance programs" which apply to the project(s); and 2) The "controlled (wrap-up) insurance program" for that project has Limits of Insurance for that program which are not less than the Limits of Insurance shown in the Declarations of this Coverage Part. d. Your ongoing operations or operations included within the "products -completed operations hazard" if the "controlled (wrap-up) insurance program" in which you are enrolled has been cancelled, nonrenewed or otherwise no longer applies for reasons other than the exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as practicable. SL 10 14 01 23 Includes copyrighted material of Page 12 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP However, the extension of coverage granted in paragraph F.3. above does not apply to any person or organization added as an additional insured by attachment of an endorsement to this Coverage Part who is enrolled in a "controlled (wrap-up) insurance program" with respect to the "bodily injury" or "property damage" described in Paragraph F.1. above. 4. The following is added to Section V — DEFINITIONS section: "Controlled (wrap-up) insurance program" means a centralized insurance program under which one party has secured either insurance or self-insurance covering some or all of the contractors or subcontractors performing work on one or more specific project(s). G. BROADENED LIABILITY COVERAGE FOR DAMAGE TO "YOUR PRODUCT" AND "YOUR WORK" For the purpose of the insurance provided by this coverage: 1. Under SECTION I —COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph 2. Exclusions is amended to delete exclusions k. and I. and replace them with the following 2. Exclusions This insurance does not apply to: k. Damage To Your Product "Property damage" to "your product" arising out of it or any part of it except when caused by or resulting from: (1) Fire; (2) Smoke; (3) Collapse; or (4) Explosion Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products completed operations hazard". (1) This exclusion does not apply if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor; or (2) If the cause of loss to the damaged work arise as a result of: (a) Fire; (b) Smoke; (c) Collapse; or (d) Explosion However, this BROADENED LIABILITY COVERAGE FOR DAMAGE TO "YOUR PRODUCT' AND "YOUR WORK coverage does not apply when "Collapse hazard" or "Explosion hazard" is specifically excluded by separate endorsement attached to this policy. For the purpose of this provision, the following definitions are added to the DEFINITIONS Section: a. "Collapse hazard" includes "structural property damage" and any resulting "property damage" to any other property at any time. b. "Explosion hazard" includes "property damage" arising out of blasting or explosion. The "explosion hazard" does not include "property damage" arising out of the explosion of air or steam vessels, piping under pressure, prime movers, machinery or power transmitting equipment. 2. The following is added to SECTION III — LIMITS OF INSURANCE: Subject to paragraph 5. of SECTION III — LIMITS OF INSURANCE (the Each Occurrence Limit), $100,000 is the most we will pay under Coverage A for the sum of damages arising out of any one "occurrence" because of "property damage" to "your product' and "your work" that is caused by fire, smoke, collapse or explosion and is included within the "products -completed operations hazard." This sublimit does not apply to "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. H. JOINT VENTURES/PARTNERSHIP/LIMITED LIABILITY COMPANIES SL 10 14 01 23 Includes copyrighted material of Page 13 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 1. The last paragraph of SECTION II — WHO IS AN INSURED is deleted and replaced with the following: No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except to the extent the Named Insured had an interest in a Joint Venture, Partnership, or Limited Liability Company which terminated or ended prior to or during this policy period, such Named Insured is an insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. Any offense giving rise to "personal and advertising injury" occurred prior to the termination date, and the "personal and advertising injury" arising out of such offense first occurred after such termination date; b. The "bodily injury" or "property damage" first occurred after such termination date; and c. There is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; If the joint venture, partnership or limited liability company is or was insured under a "controlled (wrap-up) insurance program", such insurance will be considered valid and collectible for the purpose of paragraph H.1.c. above. However this provision will not serve to exclude any "bodily injury", "property damage" or "personal and advertising injury" that would otherwise be provided under this State Auto PEAK Series for Contractors Liability endorsement under paragraph F. Automatic Limited Controlled (Wrap-up) Insurance Program With Excess Coverage. "Controlled (wrap-up) insurance program" is defined under paragraph FA. of this endorsement. In event this provision, based upon the facts and circumstances of a given claim, serves to conflict with any provision under any State Auto PEAK Series enhancement endorsement serving to modify SECTION II — WHO IS AN INSURED, the result will be resolved to apply the broadest interpretation and benefit to the Named Insured. I. "MOBILE EQUIPMENT" REDEFINED SECTION V - DEFINITIONS is amended as follows: Paragraph 12.f.(1)(a), (b), and (c) of the "mobile equipment' definition does not apply to self-propelled vehicles of less than 1,000 pounds gross vehicle weight. J. CONTRACT PENALTY REIMBURSEMENT 1. Subject to the provisions of SECTION I — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, we will pay up to 50% of the contractual penalties you are required to pay to your customers as a result of a written contract or agreement for failure to timely deliver your product according to the contract terms due to "bodily injury" or "property damage" which arises out of your business operations to which this policy applies. 2. The most we will pay under the coverage is $10,000 in anyone policy year. SL 10 14 01 23 Includes copyrighted material of Page 14 of 14 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS - STATE AUTO PEAK SERIES FOR LIABILITY Unless otherwise amended by separate endorsement this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM CONTENTS: 1. EXPECTED OR INTENDED PROPERTY DAMAGE 2. BROADENED NON -OWNED WATERCRAFT 3. AMENDED SUPPLEMENTARY PAYMENTS 4. BROADENED DAMAGE TO PREMISES RENTED OR OCCUPIED BY YOU 5. ADDITIONAL INSURED - BROAD FORM VENDORS 6. ADDITIONAL INSURED - MANAGER OR LESSORS OF PREMISES 7. ADDITIONAL INSURED - LESSORS OF EQUIPMENT 8. ADDITIONAL INSURED — GRANTOR OF FRANCHISE 9. ADDITIONAL INSURED —AUTOMATIC STATUS WHEN REQUIRED IN A WRITTEN NON - CONSTRUCTION CONTRACT OR AGREEMENT 10. AUTOMATIC INSURED STATUS FOR NEWLY ACQUIRED OR FORMED LIMITED LIABILITY COMPANIES 11. PROJECT/LOCATION GENERAL AGGREGATE 12. PROJECT/LOCATION PRODUCTS -COMPLETED OPERATIONS AGGREGATE 13. IMPROVED DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT CONDITION 14. INCIDENTAL HEALTH CARE MALPRACTICE LIABILITY 15. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS (WAIVER OF SUBROGATION) 16. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE 17. "MOBILE EQUIPMENT" REDEFINED 18. UNINTENTIONAL FAILURE TO DISCLOSE ALL HAZARDS 19. FELLOW EMPLOYEE COVERAGE 20. BROADENED BODILY INJURY DEFINITION 21. ALIENATED PREMISES AMENDMENT 22. UNMANNED AIRCRAFT COVERAGE 1. EXPECTED OR INTENDED PROPERTY DAMAGE Exclusion 2.a. in SECTION I - COVERAGE A is replaced by the following: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. BROADENED NON -OWNED WATERCRAFT A. If Endorsement CG 2109, CG 21 10, CG 24 50 or CG 24 51 is attached to the Policy, the following is added to Paragraph 2.g.(2)(b) - Exclusions under SECTION I — COVERAGE - BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Paragraph 2.g.(2)(b) of SECTION I — COVERAGE is replaced by the following: (b) A watercraft you do not own that is: SL 60 08 01 23 Includes copyrighted material of Page 1 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (i) Less than 51 feet long; and (ii) Not being used to carry persons or property for a charge; B. If Paragraph 2.A. does not apply, the following is added to Paragraph 2.g.(2) - Exclusions under SECTION - COVERAGE pertaining to non -owned watercraft, is changed to the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons or property for a charge. 3. AMENDED SUPPLEMENTARY PAYMENTS Paragraphs b. and d. of the SUPPLEMENTARY PAYMENTS - COVERAGES A and B section are changed as shown: b. Up to $5,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit," including actual loss of earnings up to $750 a day because of time off from work. 4. BROADENED DAMAGE TO PREMISES RENTED TO YOU A. The paragraph immediately following Exclusion 2J.(6) in SECTION I - COVERAGE A, is amended as follows: Paragraph (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, smoke, lightning, explosion, water damage or sprinkler leakage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in SECTION III — LIMITS OF INSURANCE. B. The last paragraph under Exclusion 2. in SECTION I - COVERAGE A, is amended as follows: Exclusions c. through n. do not apply to damage by fire, smoke, lightning, explosion, water damage or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. C. SECTION III - LIMITS OF INSURANCE is amended as follows: Paragraph 6. is deleted and replaced with the following: 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, smoke, lightning, explosion, water damage or sprinkler leakage, while rented to you or temporarily occupied by you, with permission of the owner. Subject to all the terms of SECTION III - LIMITS OF INSURANCE, the Damage to Premises Rented To You Limit is the greater of: a. $500,000; or b. The amount shown in the Declarations for Damage to Premises Rented To You Limit. D. Paragraph 4.b.(1)(a)(ii) in SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is replaced with the following: (ii) That is Fire, Smoke, Lightning, Explosion, Water Damage, or Sprinkler Leakage Insurance for premises while rented to you or temporarily occupied by you with the permission of the owner. E. Paragraph 9.a. in SECTION V - DEFINITIONS is amended to read: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, smoke, lightning, explosion, or water damage or sprinkler leakage to premises, while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract". SL 60 08 01 23 Includes copyrighted material of Page 2 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 5. ADDITIONAL INSURED - BROAD FORM VENDORS A. SECTION II -WHO IS AN INSURED is amended to include as an additional insured any "vendor", but only with respect to "bodily injury" or "property damage" arising out of "your product" which is distributed or sold in the regular course of the vendor's business. However, the insurance afforded to such "vendor": 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 "vendor". B. With respect to the insurance afforded to these "vendors", the following additional exclusions apply: 1. The 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 the products; If. 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"; or 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: (1) The exceptions contained in Sub -paragraphs d. or if.; or (2) 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. 3. This insurance does not apply if "'bodily injury"' or "property damage" included within the "products completed operations hazard" is excluded either by the provisions of the Coverage Part or by endorsement. C. With respect to the insurance afforded to these "vendors", the following is added to SECTION III — LIMITS OF INSURANCE: The most we will pay on behalf of the "vendor" is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance; whichever is less. This provision shall not increase the applicable Limits of Insurance shown in the Declarations. SL 60 08 01 23 Includes copyrighted material of Page 3 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP D. The following definition is added to the Definitions section: "Vendor" means any person or organization who distributes or sells "your product' in the regular course of its business when you have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. 6. ADDITIONAL INSURED - MANAGER OR LESSORS OF PREMISES A. SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) from whom you lease a building or premises 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 liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by some negligent act or omissions by you, your employees, your agents, or your subcontractors as a result of your occupancy, maintenance or use of that part of the premises leased to you, provided that: 1. The "bodily injury", "property damage" or "personal and advertising injury" giving rise to liability occurs subsequent to the execution of the agreement; and 2. The written agreement is in effect at the time of the "bodily injury", "property damage", "personal and advertising injury" for which coverage was sought. 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. B. Exclusions This insurance does not apply to: 1. Any "occurrence" which takes place after you cease to be a tenant in that premises. 2. Any structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) from which you lease a building or premises. 3. Any premise for which coverage is excluded by endorsement. 4. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the sole negligence of the additional insured or by those acting on behalf of the additional insured. C. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance; whichever is less. This provision shall not increase the applicable Limits of Insurance shown in the Declarations. 7. ADDITIONAL INSURED - LESSORS OF EQUIPMENT A. SECTION II - WHO IS AN INSURED is amended to include as an additional insured 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 liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). SL 60 08 01 23 Includes copyrighted material of Page 4 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 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. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the: whichever is less. This provision shall not increase the applicable Limits of Insurance shown in the Declarations. 8. ADDITIONAL INSURED —GRANTOR OF FRANCHISE A. SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) with respect to their liability as grantor of a franchise to you. 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. B. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. 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. 9. ADDITIONAL INSURED —AUTOMATIC STATUS WHEN REQUIRED IN A WRITTEN NON - CONSTRUCTION CONTRACT OR AGREEMENT A. SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) for whom you have agreed in writing in a non -construction 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 additional insured only with respect to liability for: 1. "Bodily injury" or "property damage" not included in the "products -completed operations hazard"; or 2. "Personal and advertising injury"; caused by, in whole or in part, your acts or omissions or the acts or omissions of those acting on your behalf in the performance of your operations. B. The insurance afforded to such additional insured described in Paragraph A. of this endorsement: 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. SL 60 08 01 23 Includes copyrighted material of Page 5 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP C. With respect to 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" due to rendering of or failure to render any professional service. This includes but is not limited to: 1. Legal, accounting or advertising services; 2. Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings or specifications; 3. Inspection, supervision, quality control, architectural or engineering activities done by or for you on a project on which you serve as construction manager; 4. Engineering services, including related supervisory or inspection services; 5. Medical, surgical, dental, X-ray or nursing services treatment, advice or instruction; 6. Any health or therapeutic service treatment, advice or instruction; 7. Any service, treatment, advice or instruction for the purpose of appearance or skin enhancement, hair removal or replacement, or personal grooming or therapy; 8. Any service, treatment, advice or instruction relating to physical fitness, including service, treatment, advice or instruction in connection with diet, cardiovascular fitness, bodybuilding or physical training programs; 9. Optometry or optical or hearing aid services including the prescribing, preparation, fitting, demonstration or distribution of ophthalmic lenses and similar products or hearing aid devices; 10. Body piercing services; 11. Services in the practice of pharmacy; 12. Law enforcement or firefighting services; and 13. Handling, embalming, disposal, burial, cremation or disinterment of dead bodies. 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 failure to render any professional service. D. Paragraph 9.f. of SECTION V - DEFINITIONS is amended as follows: That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization, provided the "bodily injury" or "property damage" is caused, in whole or in part, by you or by those acting on your behalf. However, such part of a contract or agreement shall only be considered an "insured contract' to the extent your assumption of the tort liability is permitted by law. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. 10. AUTOMATIC INSURED STATUS FOR NEWLY ACQUIRED OR FORMED LIMITED LIABILITY COMPANIES A. Paragraph 3. under SECTION II —WHO IS AN INSURED is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and SL 60 08 01 23 Includes copyrighted material of Page 6 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. B. The last paragraph of SECTION II — WHO IS AN INSURED is replaced by the following: No person or organization is an insured with respect to the conduct of any current or past: 1. Partnership or joint venture; or 2. Limited liability company, unless Paragraph A. above applies; that is not shown as a Named Insured in the Declarations. 11. LOCATION/PROJECT GENERAL AGGREGATE A. For all sums which the insured become legally obligated to pay as damages caused by an `occurrence" under SECTION I — COVERAGE A, and for all medical expenses caused by accidents under SECTION — COVERGE C, which can be attributed only to: (i) ongoing operations at a single project away from premises owned or rented to you or; (ii) a single "location" owned or rented to you: A separate Project/"Location" General Aggregate Limit applies to each applicable project or "location", and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Project/"Location" General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the ProjectP'Location" General Aggregate Limit for each applicable project or "location". Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Project/Location" General Aggregate Limit for any other project or "location". 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable ProjectP'Location" General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under SECTION I - COVERAGE A, and for all medical expenses caused by accidents under SECTION I - COVERAGE C, which cannot be attributed only to ongoing operations at a single project or only to operations at a single "location": 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Project/"Location" General Aggregate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, except where addressed by a separate provision, and not reduce the General Aggregate Limit nor the ProjectP'Location" General Aggregate Limit. SL 60 08 01 23 Includes copyrighted material of Page 7 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP D. If the applicable project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same project. E. For the purposes of this endorsement, SECTION V - DEFINITIONS is amended by the addition of the following definition: "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. F. The provisions of SECTION III — LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. LOCATION/PROJECT PRODUCTS -COMPLETED OPERATIONS AGGREGATE When coverage for the "products -completed operations hazard" is purchased under this policy the following applies: A. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under SECTION I - COVERAGE A because of "bodily injury" and "property damage" included in the "products -completed operations hazard" which can be attributed only to: (i) "your work" at a single project; or (ii) operations at; or "your products" manufactured, sold, handled or distributed at, from or in connection with: a single "location". 1. A separate Project/"Location" Products -Completed Operations Aggregate Limit applies to each project or covered "location", and that limit is equal to the amount of the Products -Completed Operations Aggregate Limit shown in the Declarations. 2. The Project/"Location" Products -Completed Operations Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A because of "bodily injury" and "property damage" included in the "products -completed operations hazard", regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organization making claims or bringing "suits" 3. Any payments made under COVERAGE A for damages shall reduce the Project/"Location" Products -Completed Operations Aggregate Limit for that project or covered "location". Such payments shall not reduce the Products -Completed Operations Aggregate Limit shown in the Declarations nor shall they reduce any other ProjectP'Location" Products -Completed Operations Aggregate Limit for any other project or covered "location". 4. The limit shown in the Declarations for Each Occurrence continues to apply. However, instead of being subject to the Products -Completed Operations Aggregate Limit shown in the Declarations, such limit will be subject to the applicable P roj ectP Location" Products -Completed Operations Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under SECTION I - COVERAGE A, because of "bodily injury" and "property damage" included in the "products -completed operations hazard" which cannot be attributed only to: (i) "your work" at a single project; or (ii) operations at; or "your products" manufactured, sold, handled or distributed at, from or in connection with: a single "location": 1. Any payments made under COVERAGE A for damages because of "bodily injury" and "property damage" included in the "products -completed operations hazard" shall reduce the amount available under the Products -Completed Operations Aggregate Limit; and SL 60 08 01 23 Includes copyrighted material of Page 8 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP 2. Such payments shall not reduce any Project/"Location" Products -Completed Operations Aggregate Limit. C. Any payments for damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the General Aggregate Limit, and will not reduce the Products -Completed Operations Aggregate Limit nor any ProjectPLocation" General Aggregate Limit. D. If the applicable project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same project. E. For the purposes of this endorsement, SECTION V - DEFINITIONS is amended by the addition of the following definition: `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. F. The provisions of SECTION III — LIMIT OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 13. IMPROVED DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT CONDITION Section IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: Paragraphs e. and f. are added to 2. Duties In the Event of Occurrence, Offense, Claim Or Suit, as shown: e. The requirement in Condition 2.a. applies only when the "occurrence" or offense is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; or (3) An "executive officer" or insurance manager, if you are a corporation. (4) A member or manager if the named insured is a limited liability company. f. The requirement in Condition 2.b. will not be breached unless the breach occurs after such claim or "suit" is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; or (3) An "executive officer" or insurance manager, if you are a corporation. (4) A member or manager if the named insured is a limited liability company. 14. INCIDENTAL HEALTH CARE MALPRACTICE LIABILITY Only with respect to "bodily injury" arising out of a "health care incident" described in this endorsement, the following applies: A. The following is added to Paragraph 1.b.Insuring Agreement of COVERAGE A —BODILY INJURY AND PROPERTY DAMAGE LIABILITY; SECTION I — COVERAGES Incidental Health Care Malpractice Liability This insurance applies to "bodily injury" arising out of a "health care incident" providing the professional health care services are incidental to the named insured's primary business purpose when the "bodily injury is caused by an "occurrence" that takes place in the "coverage territory" and occurs during the policy period. SL 60 08 01 23 Includes copyrighted material of Page 9 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP B. Paragraph 2. Exclusions of COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE LIABILITY; SECTION I — COVERAGES is amended as follows: 1. Paragraph 2.b., Contractual Liability is deleted and replaced with the following: b. Contractual Liability "Bodily injury" for which the insured 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 insured would have in the absence of the contract or agreement. 2. The following is added: Any "health care incident" for which coverage is excluded by separate endorsement. C. The following replaces to Paragraph 2.a.(1)(d) of SECTION II —WHO IS AN INSURED (d) Arising out of his or her providing or failing to provide "professional health care services". However, if your primary business purpose is not providing "professional health care services", paragraph (d) does not apply to "bodily injury" arising out of a "health care incident" and will be considered within the performance of their duties related to the conduct of your business. D. SECTION V - DEFINITIONS is amended to: 1. Add the following definitions: a. "Health care incident" means an act, error or omission by the named insured's "employee's" or ,'volunteer workers" in the rendering of: (1) "Professional health care services" on behalf of the named insured; or (2) Good Samaritan services rendered in an emergency and for which no payment is demanded or received. b. "Professional health care services" means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: (1) Physician; (2) Nurse; (3) Nurse practitioner; (4) Emergency medical technician; (5) Paramedic; (6) Dentist; (7) Physical therapist; (8) Psycho therapist; (9) Psychologist; (10)Speech therapist; or (11)Other allied health professional 2. The definition of "occurrence is deleted and replaced with the following: "Occurrence" means a "health care incident". All acts, errors or omission that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single "occurrence"; E. Paragraph 4.b.(1) Other Insurance of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced by the following: Other Insurance b. Excess Insurance SL 60 08 01 23 Includes copyrighted material of Page 10 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (1) To the extent this insurance applies, it is excess over any other insurance, self-insurance or risk transfer instrument, whether primary, excess, contingent of on any other basis, except for insurance purchased specifically by the named insured to be excess of this coverage. 15. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS (WAIVER OF SUBROGATION Condition 8. Transfer Of Rights Of Recovery Against Others To Us of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended by the addition of the following: We waive any right of recovery against any person(s) or organization(s) because of any payment we make under this Coverage Part to whom the insured has waived its right of recovery in a written contract or agreement.. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to the loss. 16. PRIMARY AND NONCONTRIBUTORY Subparagraph a. Primary Insurance of Paragraph 4. Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended by the following additional paragraph: However, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured under the terms of this Coverage Form or amendatory endorsement provided that: a. The additional insured is a Named Insured under such other insurance; and b. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 17. "MOBILE EQUIPMENT" REDEFINED SECTION V - DEFINITIONS is amended as follows: a. Paragraph 12.f.(1)(a), (b), and (c) of the "mobile equipment" definition does not apply to self-propelled vehicles of less than 1,000 pounds gross vehicle weight. 18. UNINTENTIONAL FAILURE TO DISCLOSE ALL HAZARDS Unless otherwise amended by separate endorsement to this Coverage Form, the following paragraph is added to Paragraph 6. of SECTION IV - CONDITIONS: Based on our reliance on your representations as to existing hazards, if you unintentionally fail to disclose all such hazards prior to the beginning of the policy period of this Coverage Form, we shall not deny coverage under this Coverage Form because of such failure. 19. FELLOW EMPLOYEE COVERAGE For the purpose of this coverage, paragraph 2.a.(1), in SECTION II — WHO IS AN INSURED, is replaced by the following: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or member (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co "employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business. (b) To the spouse, child, parent, brother or sister of that co -"employee" or "volunteer worker" as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraph (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, this does not apply to "bodily injury" to a co "employee" when caused by your "employee", except with respect to claims for "bodily injury" to: (a) A person arising out of any: (i) Refusal to employ that person; (ii) Termination of that person's employment; or SL 60 08 01 23 Includes copyrighted material of Page 11 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176056CP (ill) Employment -related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation or discrimination directed at that person; (b) The spouse, child, parent, brother or sister of that person as a consequence of "bodily injury" to that person at whom any of the employment -related practices described in Paragraphs (a) (1), (ii), or (ill) above is directed; or (c) Any person due to alleged negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others. 20. BROADENED BODILY INJURY DEFINITION Unless otherwise amended by separate endorsement to this Coverage Form, the following replaces paragraph 3. in SECTION V - DEFINITIONS: 1. "Bodily Injury" means bodily injury, sickness or disease sustained by a person, including death, shock, mental anguish or mental injury sustained by that person at any time resulting from the bodily injury, sickness or disease. 21. ALIENATED PREMISES AMENDMENT Paragraph 2.J.(2), Exclusions, of SECTION I - COVERAGE A. Bodily Injury and Property Damage Liability is replaced as follows: (2) Premises you sell, give away or abandon, if the "property damage" arises out of any part of those premises and occurred from hazards that were known by you, or should have reasonably been known by you, at the time the property was transferred or abandoned. 22. UNMANNED AIRCRAFT COVERAGE A. The following is added to Exclusion 2.g. Aircraft, Auto or Watercraft under Section I -Coverage A -Bodily Injury and Property Damage Liability This exclusion does not apply to: (6) Unmanned Aircraft "Bodily Injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft that is an "unmanned aircraft" weighing 15 Ibs or less. Use includes operation and "loading or unloading". B. The following is added to Section V - DEFINITIONS: "Unmanned aircraft" means an aircraft that is not: a. Designed; b. Manufactured; or c. Modified after manufacture; to be controlled directly by a person from within or on the aircraft. If forms CG 21 09, CG 21 10 or CG 21 11 are attached to this policy, they do not apply to the extent that coverage is provided under this Paragraph 18. UNMANNED AIRCRAFT COVERAGE SL 60 08 01 23 Includes copyrighted material of Page 12 of 12 Insurance Services Office, Inc., with its permission Policy Number: 10176046CA COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Y utua WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE 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 5/31/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0001307245 of Texas Mutual Insurance Company effective on 5/31/23 Issued to: DURABLE SPECIALTIES INC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 5/30/23 WC420601 P ---eXaSMutuar 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 5/31/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0001307245 of Texas Mutual Insurance Company effective on 5/31/23 Issued to: DURABLE SPECIALTIES INC NCCI Carrier Code: 29939 This is not a bill Authorized representative 1 of 1 PO Box 12058, Austin, TX 78711-2058 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 5/30/23 WC 42 03 04 B 1 2 3 4 5 6 7 8 9 10 11 12 SECTION 00 6219 MAINTENANCE BOND 006219-1 MAINTENANCE BOND Page 1 of 3 Bond No. 4370676 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Durable Specialties, Inc. known as "Principal" herein and Great American Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Exel, Inc. dlbla DHL Supply Chain (USA) , authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the sum Nine Hundred Sixty One Thousand One Hundred 14 of Eiqht Two & 00/100 Dollars ($ 961,182.00 } l5 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 9 22 23 24 25 26 27 28 29 30 31 32 33 34 WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA23-0125 ;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 24th day of January , 20 24 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, Trafficthe "Work" as provided for in said Contract and designated asStreet Signal and and p Sm Street Improvements WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of hvo (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF PORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2of3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 24th day of January .20 24 PRINCIPAL: Durable Specialties, Inc. BY: . //_ Signature ATTEST: (Principal) Secretar Name and Title Address:-P.. 36x 5344(o°1 Witness as to Principal GreaVheqca p4psurance Company 11 IL-durie Piluq, Attorney -In -fact ATTEST,; Name and Title k 1w Address: 500 N. Akard St., Suite 4300 tyclllfitness Dallas, TX 75201 L'o 4as to 5rurety Telephone Number: 612 702-4259 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised January 31, 2012 GREAT AMERICAN INSURANCE COMPANYO Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than FOUR No.O 22073 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREATAMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each individually ifmore than one is named, its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name JACK M. CROWLEY HOLLY CLEVENGER SEAN HEIDRICK LAURIE PFLUG Address DALLAS, TEXAS DALLAS, TEXAS DALLAS, TEXAS DALLAS, TEXAS Limit of Power ALL $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attorneys) -in -fact named above. IN WITNESS WHEREOF the GREATAMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 27TH day of SEPTEMBER 2022 Attest GREATAMERICANINSU NCECOMPAN oP Assistant Secretary Divisional Senior Vice Presidew STATE OF OHIp, COUNTY OF HAMILTON - ss: MARK VICARIO (877-377-2405) On this 27TH day of SEPTEMBER 2022 , before me personally appeared MARK VICARIO, to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A KOHORST Notary Public $ State of Ohio My Comm. Expires May 18, 2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9, 2008, RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisonal Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Atlorneys-in-Fact to execute on behalf of the Company; as surety, any and all bonds, undertakings and contracts ofsuretyship, or other lvritten obligations in the nature thereof- to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any tine_ RLSOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other lvritten obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed CERTIFICATION 1, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power ofAttomey and the Resolutions of the Board of Directors of June 9, 2008 have not been revoked and are now in full force and effect. Signed and sealed this 24th day of January, 2024 Lc� Assistant Secretary S1 D29AH (0=0} STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion .......................................... 12.01 Contractor's Warranty of Title ........... 12.02 Partial Utilization ................................ 12.03 Final Inspection ................................... 12.04 Final Acceptance ................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations............................................................................................................... 35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 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. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. 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. 3. 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. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. 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. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. 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. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. 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. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, 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. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, 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. 23. Plans — See definition of Drawings. 24. 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. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. 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. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer 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 or Developer which are designated for the use of Contractor. 32. 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. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. 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. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. 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. 39. 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. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. 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 Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. 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 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. 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. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 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. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 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 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. 3.02 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 Participating Change Order or a Non -Participating 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; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 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 coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, 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 the name of Developer and City 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 4.02.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 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 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 these Standard City Conditions. 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. 6. 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. 7. 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. 8. 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%. 9. 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. 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. 11. 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. 12. 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 parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 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. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit 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 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. 1. 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 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. 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. 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. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage 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 following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. 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. 3. 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: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. 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. b. 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 - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. 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. d. 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. 5. 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. 6. 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. 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. 4.05 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 Developer and 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 Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. 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. 5.02 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. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 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. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 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 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 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 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 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 5.05.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: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. 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; iii. 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: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 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 5.05.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 5.05.A and 5.05.13. 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 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) © Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. 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. B. 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: 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. C. 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. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. 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 these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑x Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 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. 5.09 Patent Fees and Royalties A. 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 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 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 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 3.01. 5.11 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 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. 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 5.18, 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 or Developer, 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 shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. 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. 5.12 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 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. 5.13 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 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 5.13.A.2 or 5.13.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. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 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. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 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 5.16.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 5.16.C. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 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. 5.17 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 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 or Developer 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 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 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS 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. 5.19 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 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 5.19, 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 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. 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. C. 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 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. D. 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. 5.21 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 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. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 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 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 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 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 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 Participating 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 on a project with City participation, a Field Order may be issued by the City. 9.02 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. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 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. 11.02 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. 11.03 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 approved by 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 11.03 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance 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. 11.04 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. 11.05 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 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 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 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 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 5.10.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. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, 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 and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 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 11.06.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 and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 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 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 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 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. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 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. 12.04 Final Acceptance A. 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 upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. 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. 5. 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. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 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 stop contract time on City participation projects. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 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. ARTICLE 14 — MISCELLANEOUS 14.01 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 i£ 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. 14.02 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. 14.03 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 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. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 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 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 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. 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104682 Revised December 20, 2012 01 11 00 - 2 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104682 Revised December 20, 2012 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104682 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 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: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 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 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, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. 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 Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 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. 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 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 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 as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Date Rej ected CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 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. No construction schedule required unless requested by the City. 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 delivery of the distribution package to the City. 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. Developer and Consultant 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. 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. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION 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. Though not mandatory, it is highly recommended on infill developer projects. 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 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] CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 01 32 33 - 2 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-2 DAP 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 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 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 '/2 inches x 11 inches to 8 '/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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-4 DAP 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 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-5 DAP 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. 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-6 DAP 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 Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-7 DAP 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. Sufficient information shall be attached to permit a written response without further information. 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] CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 10401XII W X40 I Mei 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised August 30, 2013 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 £ Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 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 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. 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 0131 13 E. Water Department Coordination 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. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 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. H. 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. I. 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. J. 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. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.33 — 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. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 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 Traffic Signal improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 N 3 4 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH DOE NO. XXXX Project Marne: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) 1010 MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Traffic Signal Improvements for SH-114 And Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised August, 30, 2013 01 45 23 DAP 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 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 the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised March 20, 2020 01 45 23 DAP 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 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 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised JULY 1, 2011 01 50 00 - 2 DAP 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 Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised JULY 1, 2011 01 50 00 - 3 DAP 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 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] 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised JULY 1, 2011 01 50 00 - 4 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised JULY 1, 2011 015526-1 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 015526-2 DAP 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 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 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 CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 01 57 13 - 2 DAP 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 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 0157 13 -3 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 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 list of City approved products for use is available through the City's website at: httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. 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. B. 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. C. 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. D. 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised March 20, 2020 01 60 00 DAP 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 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised March 20, 2020 016600-1 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 66 00 - 2 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 016600-3 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 No'.a'.icatir� ram Demobilization 31 a. 32 1) '_T'lt�v it„ . 33 b. Paymen 34 ith tJ1g a Itei* 35 nto'ad cxq 36 allowed. 37 faw 38 1. Mobilization and Demobilization 39 a. Measure 40 1) This Item will be measured by the lump sum or each as the work 41 progresses. Mobilization is calculated on the base bid only and will not be 42 paid for separately on any additive alternate items added to the Contract. 43 2) Demobilization shall be considered subsidiary to the various bid items. 44 b. Payment CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 1) For this Item, the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. Mobilization shall be 3 made in partial payments as follows: 4 a) When 1% of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid ' 6 allowed] of of the total GepA-aet . fft .,,>,iehever- is loss, will be paid. 7 b) When 5% of the adjusted Contract amount for construction Items is 8 earned, 75% of the mobilization lump sum bid or- ffHsei-t the niax-inmni 9 , to eaioi of the total r n+~aet amoufft, ,.,i.iehevor iz .1Qys, will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 c) When 10% of the adjusted Contract amount for construction Items is 12 earned, 100% of the mobilization lump sum bid or fA -ert the Hf . -inn ni 13 rlaw j of the total ..,1,iehever- is loss, will be paid. 14 Previous payments under the Item will be deducted from this amount. 15 d) A bid total fer- "Mobilization" in eontni-ning a exeess of 16 ° 17 . 18 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 water/sewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the "Mobilization — Drainage" Lump 26 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the "Mobilization — Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no 35 other compensation will be allowed. 36 fW 37 1. Meb liz 4ien and Demobilization 38 a. Me 39 1) Thrit 40 vafieus Re bi 41 2) "Mebiliz-ation Paving," liza ion Dr-ainaba ~a�MoriliL�tirr: 42 Wig, nainaga" will be measiffed by tho lumr-am o: oaah as the . e fl-E- 43 progresses Mevi'.1w6ox7 12; ealeulated on the base bid only and will not be 44 to the r for- to.....,te items paid separately on any additive a added nt. aet 45 3) „o,v,ebil , on *iall 1•. . 46 b. P-aymen 47 d �ffrl rrata -ials a,... she ; ,,fda- ee with this item 48 wrlte,-x- o 49 no other- eempensation will be allowed-. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 z "2Viobiliza ion —Paving ... " iiza4ie Dratin ,' afl&efMo1rl.�lLlTtJI�Y: 2 " paving, 4 improvements loss +>,J .li.w va.- ��ti-An. zutior�1aa11 ti� 5 made in paftial payments as fellews. 6 ) NVhe 1 of f the adjusted r rt-Faet ameupA for- , as,.ueti r Re 7 eamea, 5�thK.1m3lilicaf:on lull, vam bia of: frn. ere r� Me flifeeiniuni 8 0 9 amount, .,1,ieheye is loss „will be paid. 11 eamed, 750i of the ,,.web l;a1el lu%V 1'i. 12 la earoi of the total pEwifig, ,l fain gepa,./&-xn.\go GO t 13 Gmi3urit, :i,less, will be paid. ten4s tinder- the item 14 will be ,doduetea fte;1Z'�laurt- 15 e) NVhe 1 not f the adjusted C r+, aet ametintfor- , fs+Fueti r Re . 16 eamed, l nnoi of the mobil ar luw.-r bid r. �, rt the niff:x-i 17 ° , l 1 will b D +� .l it 18 � �e e�e�����o ~e��erl�er gem 19 will be ae,1uetea fte 20 "Mobilization" in exeess of Yws 21 ° 4 of total paving, 22 23 of I-ejeetien. 24 for i par.�jrwa . ,,,1 m e -ials f„-, ishe,l f demobilization ; 25 26 27 2. Remobilization for suspension of Work as specifically required in the Contract 28 Documents 29 a. Measurement 30 1) Measurement for this Item shall be per each remobilization performed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price per each "Specified Remobilization" in accordance with Contract 35 Documents. 36 c. The price shall include: 37 1) Demobilization as described in Section 1.1.A.2.a.1) 38 2) Remobilization as described in Section 1.1.A.2.a.2) 39 d. No payments will be made for standby, idle time, or lost profits associated this 40 Item. 41 3. Remobilization for suspension of Work as required by City 42 a. Measurement and Payment 43 1) This shall be submitted as a Contract Claim in accordance with Article 10 44 of Section 00 72 00. 45 2) No payments will be made for standby, idle time, or lost profits associated 46 with this Item. 47 4. Mobilizations and Demobilizations for Miscellaneous Projects 48 a. Measurement CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 1) Measurement for this Item shall be for each Mobilization and 2 Demobilization required by the Contract Documents 3 b. Payment 4 1) The Work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price per each "Work Order Mobilization" in accordance with Contract 7 Documents. Demobilization shall be considered subsidiary to mobilization 8 and shall not be paid for separately. 9 c. The price shall include: 10 1) Mobilization as described in Section 1.1.A.3.a.1) 11 2) Demobilization as described in Section 1.1.A.3.a.2) 12 d. No payments will be made for standby, idle time, or lost profits associated this 13 Item. 14 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 15 a. Measurement 16 1) Measurement for this Item shall be for each Mobilization and 17 Demobilization required by the Contract Documents 18 b. Payment 19 1) The Work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" will be paid for at the unit 21 price per each "Work Order Emergency Mobilization" in accordance with 22 Contract Documents. Demobilization shall be considered subsidiary to 23 mobilization and shall not be paid for separately. 24 c. The price shall include 25 1) Mobilization as described in Section 1.1.A.4.a) 26 2) Demobilization as described in Section 1.1.A.3.a.2) 27 d. No payments will be made for standby, idle time, or lost profits associated this 28 Item. 29 1.3 REFERENCES [NOT USED] 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMITTALS [NOT USED] 32 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 017000-6 MOBILIZATION AND REMOBILIZATION 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION DATE NAME Revision Log SUMMARY OF CHANGE Page 6 of 6 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 Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104682 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survev - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 2. As -built Survev —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. Survev "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 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 01 33 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Coordination a. Contact City and Developer'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 Developer's Project Representative is 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. 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 notes used 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. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 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) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable 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) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2- PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (.shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.lft tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained. Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at anytime a 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3' party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 Pia END OF SECTION 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 Traffic Signal Improvements for SH-114 and Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104682 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 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 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 74 23 - 2 DAP 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. 5. 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 74 23 - 3 DAP 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. 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. 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] CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 017719-2 DAP 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 0178 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 74 23. 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 017719-3 DAP 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) £ 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 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 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 '/2 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 23 - 2 DAP 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 23 - 3 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 23 - 4 DAP 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 23 - 5 DAP 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.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 017839-1 DAP 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. Record 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. 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 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 Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 39 - 2 DAP 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] PART2- 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 Record 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 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 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 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. 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 Record 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 Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. 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. CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 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 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Traffic Signal Improvements for SH-114 and Wolff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised April 7, 2014 100 Item 100 Preparing Right of Way 1. DESCRIPTION 2. Texas Qepannrent of Transporfafron Prepare the right of way and designated easements for construction operations by removing and disposing of all obstructions when removal of such obstructions is not specifically shown on the plans to be paid by other Items. CONSTRUCTION Protect designated features on the right of way and prune trees and shrubs as directed. Do not park equipment, service equipment, store materials, or disturb the root area under the branches of trees designated for preservation. Treat cuts on trees with an approved tree wound dressing within 20 min. of making a pruning cut or otherwise causing damage to the tree when shown on the plans. Follow all local and state regulations when burning. Pile and burn brush at approved locations as directed. Coordinate work with state and federal authorities when working in state or national forests or parks. Test, remove, and dispose of hazardous materials in accordance with Article 6.10., "Hazardous Materials." Clear areas shown on the plans of all obstructions, except those landscape features that are to be preserved. Such obstructions include remains of houses and other structures, foundations, floor slabs, concrete, brick, lumber, plaster, septic tank drain fields, basements, abandoned utility pipes or conduits, equipment, fences, retaining walls, and other items as specified on the plans. Remove vegetation and other landscape features not designated for preservation, curb and gutter, driveways, paved parking areas, miscellaneous stone, sidewalks, drainage structures, manholes, inlets, abandoned railroad tracks, scrap iron, and debris, whether above or below ground. Removal of live utility facilities is not included in this Item. Remove culverts, storm sewers, manholes, and inlets in proper sequence to maintain traffic and drainage. Notify the Engineer in writing when items not shown on the plans and not reasonably detectable (buried with no obvious indication of presence) are encountered and required to be removed. These items will be handled in accordance with Article 4.5., "Differing Site Conditions." Remove obstructions not designated for preservation to 2 ft. below natural ground in areas receiving embankment. Remove obstructions to 2 ft. below the excavation level in areas to be excavated. Remove obstructions to 1 ft. below natural ground in all other areas. Cut trees and stumps off to ground level when allowed by the plans or directed. Plug the remaining ends of abandoned underground structures over 3 in. in diameter with concrete to form a tight closure. Backfill, compact, and restore areas where obstructions have been removed unless otherwise directed. Use approved material for backfilling. Dispose of wells in accordance with Item 103, "Disposal of Wells." Accept ownership, unless otherwise directed, and dispose of removed materials and debris at locations off the right of way in accordance with local, state, and federal requirements. 3. MEASUREMENT This Item will be measured by the acre; by the 100-ft. station, regardless of the width of the right of way; or by each tree removed. 100 4. PAYMENT For "acre" and "station" measurement, the work performed in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid for "Preparing Right of Way." For "each" measurement, the work performed in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Preparing Right of Way (Tree)" of the diameter specified. This price is full compensation for pruning of designated trees and shrubs; removal and disposal of structures and obstructions; backfilling of holes; furnishing and placing concrete for plugs; and equipment, labor, tools, and incidentals. Total payment of this Item will not exceed 10% of the original contract amount until final acceptance. The remainder will be paid on the estimate after the final acceptance under Article 5.12., "Final Acceptance." 416 Item 416 Drilled Shaft Foundations DESCRIPTION Construct foundations consisting of reinforced or non -reinforced concrete drilled shafts. 2. MATERIALS Use materials that meet the requirements of the following Items ■ Item 421, "Hydraulic Cement Concrete," ■ Item 440, "Reinforcement for Concrete," and ■ Item 448, "Structural Field Welding." Texas Oepartmenf of Transporfafion Use concrete for drilled shafts that meets the requirements of Table 1 unless otherwise shown on the plans. Table 1 Concrete for Drilled Shafts Drilled Shaft Type Concrete Non -reinforced Class A Reinforced Class C Slurry and underwater concrete placement Class SS Use coarse aggregate Grade 4, 5, or 6 for drilled shaft concrete in reinforced drilled shafts. Grade 2 or 3 may be used if the shaft is dry and reinforcing steel has a 5 in. minimum clear spacing. Use a water -reducing, retarding admixture in accordance with DMS-4640, "Chemical Admixtures for Concrete," in all concrete when using casing that will be pulled or when placing shafts underwater or under slurry. Use concrete with slump that meets the requirements of Table 2 as determined by Tex-415-A. Table 2 Slump Requirements Placement Minimum Acceptable Recommended Design Maximum Acceptable Type Placement Slump, and Placement Slump, Placement Slump, in. in. in. Dry 5-1/2 6-1/2 7-1/2 Underwater and 7 8 9 under slurry Perform a slump loss test in accordance with Tex-430-A before beginning work when casing is to be pulled or concrete is to be placed underwater or under slurry. Provide concrete that will maintain a slump of at least 4 in. throughout the entire anticipated time of concrete placement. Time of concrete placement is described in Section 416.3.6., "Concrete," and Section 416.3.7., "Additional Requirements for Slurry Displacement or Underwater Concrete Placement Methods." Note the temperature of the concrete mix at the beginning of the slump loss test. Place the concrete if its temperature at the time of placement into the drilled shaft is no more than 10°F higher than the slump loss test temperature. Use ice or other concrete cooling ingredients to lower concrete temperature, or run additional slump loss tests at the higher temperatures. Slump loss testing will be waived if anticipated time of concrete placement is less than 90 minutes. Use mineral drilling slurry that meets the requirements of Table 3, as determined by Tex-130-E. Determine pH of slurry by Tex-128-E or pH paper strips. 416 Table 3 Mineral Slurry Requirements Before Introduction Sampled from the Bottom of the into the Excavation Excavation before Concreting Specific Sand H Specific Viscosity Sand Gravity Content p Gravity (sec.) Content <— 1.10 51 % 8-11 151.15 <— 45 <— 4% Use mineral slurry consisting of processed bentonite or attapulgite clays mixed with clean fresh water. Do not use partially hydrolyzed polyacrylamide (PHPA) polymeric slurry or any blended mineral -polymer slurry. If approved, water may be used as the drilling fluid. In this case, all of the provisions of Table 3 must be met except that the maximum specific gravity is not to exceed 1.12. Sample slurry from the bottom of the hole, before placing concrete, and test it in accordance with Tex-130-E. Use a pump or air lift to remove slurry that does not meet the requirements of Table 3 while adding fresh clean slurry to the top of the hole to maintain the slurry level. Continue this operation until the slurry sampled from the bottom of the hole meets the requirements. 3. CONSTRUCTION Submit Drilled Shaft installation plan for review no later than one month before drilled shaft construction. Include the following in the plan: ■ Name and experience record of the drilled shaft superintendent who will be in charge of drilled shaft operations for this project. ■ List of proposed equipment to be used, including cranes, drills, augers, bailing buckets, final cleaning equipment, desanding equipment, slurry pumps, core sampling equipment, tremies or concrete pumps, casing, etc. ■ Details of overall construction operation sequence and the sequence of shaft construction in bents or groups. ■ Details of shaft excavation methods. ■ When the use of slurry is anticipated, details of the slurry mix design and its suitability for the subsurface conditions at the construction site, mixing and storage methods, maintenance methods and disposal procedures. ■ Details of methods to clean the shaft excavation. ■ Details of reinforcement placement, including support and centralization methods. ■ Details of concrete placement, including proposed operational procedures for free fall, tremie or pumping methods. ■ Details of casing installation and removal methods. The installation plan will be reviewed for conformance with the plans, specifications and special provisions. The Contractor will be notified within 14 days of receipt of the installation plan of any additional information required and/or changes necessary to meet the contract requirements. All procedural approvals given will be subject to trial in the field and will not relieve the Contractor of the responsibility to satisfactorily complete the work as detailed in the plans and specifications. Place the shaft to within the following tolerances: ■ Vertical plumbness-1 in. per 10 feet of depth. ■ Center of shaft located under column-1 in. of horizontal plan position. ■ Center of shaft located under footing-3 in. of horizontal plan position. Complete the embankment at bridge ends before installing drilled shafts that pass through the fill. Refer to Item 423, 'Retaining Walls," for provisions for drilled shafts passing through the structural volume of retaining walls. 416 3.1. Excavation. The plans indicate the expected depths and elevations for encountering satisfactory bearing material. Excavate as required for the shafts through all materials encountered to the dimensions and elevations shown on the plans or required by the site conditions. Removal of man-made obstructions not shown on the plans will be paid for in accordance with Article 9.7., "Payment for Extra Work and Force Account Method." Adjust the bottom of the shaft or alter the foundation if satisfactory founding material is not encountered at plan elevation, as approved to satisfactorily comply with design requirements. Blasting is not allowed for excavations. Stop drilling if caving conditions are encountered, and adopt a construction method that stabilizes the shaft walls. Do not excavate a shaft within 2 shaft diameters (clear) of an open shaft excavation, or one in which concrete has been placed in the preceding 24 hr. Dispose of material excavated from shafts and not incorporated into the finished project in accordance with the plans and with federal, state, and local laws. Provide suitable access, lighting, and equipment for proper inspection of the completed excavation and checking the dimensions and alignment of shafts excavation. 3.2. Core Holes. Take cores to determine the character of the supporting materials if directed. Use a method that will result in recovery of an intact sample adequate for judging the character of the founding material. Such cores should be at least 5 ft. deeper than the proposed founding grade or a depth equal to the diameter of the shaft, whichever is greater. Take these cores when the excavation is complete. 3.3. Casing. Use casing when necessary to prevent caving of the material, to exclude ground water, when slurry is used for hole stabilization, or when required as part of the Contractor's Safety Plan. Provide casing with an outside diameter not less than the specified diameter of the shaft. The portion of shaft below the casing may be as much as 2 in. smaller than the specified shaft diameter. No extra compensation will be made for concrete required to fill an oversized casing or oversized excavation. Use casing strong enough to withstand handling stresses and pressures of concrete and of the surrounding earth or water, and that is watertight, smooth, clean, and free of accumulations of hardened concrete. Use construction methods that result in a minimal amount of disturbed soil being trapped outside the casing. This does not apply to temporary undersized casings used to protect workers inside shafts or to drilled shafts designed for point bearing only. Leave casing in place only if authorized or shown on the plans. Extract casing only after placing the concrete to an appropriate level. Maintain sufficient concrete in the casing at all times to counteract soil and water pressure. Rotate or move the casing up or down a few inches if necessary before and during concrete placement to facilitate extraction of the casing. 3.4. Requirements for Slurry Displacement Method. When soil conditions warrant, use the slurry displacement method to construct drilled shafts unless otherwise shown on the plans. Use this method to support the sides of the excavation with processed mineral slurry that is then displaced by concrete to form a continuous concrete shaft. Install surface casing to a minimum of 10 ft. below existing ground before introducing slurry. Do not use casing other than surface casing. Do not use surface casing longer than 20 ft. without approval. Do not extract the surface casing until after placing the concrete. Pre -mix slurry in a reservoir with enough capacity to fill the excavation and for recovery of the slurry during concrete placement. Do not mix slurry in the shaft excavation or other hole. Allow adequate time for hydration of the slurry before introduction into the excavation. Maintain a head of slurry in the shaft excavation at or near ground level or higher, as necessary, to counteract ground water pressure during and after drilling. 416 Use an air lift or proper size cleanout bucket, just before placing reinforcing steel, to remove any material that may have fallen from the sides of the excavation or accumulated on the bottom after the completion of drilling. Use a cleanout bucket if material is too large to be picked up with an air lift. Re -process the hole with the auger as directed if concrete placement is not started within 4 hr. of the completion of the shaft excavation. Then clean the bottom with an air lift or cleanout bucket, and check the slurry at the bottom of the hole for compliance with the slurry requirements of Article 416.2., "Materials." Agitate the congealed slurry to liquefaction if the slurry forms a gel before concrete placement, and whenever directed. Recover and dispose of all slurry as approved, and in accordance with all federal, state, and local laws. Do not discharge slurry into or in close proximity to streams or other bodies of water. 3.5. Reinforcing Steel. Completely assemble the cage of reinforcing steel, and place it as a unit immediately before concrete placement. The cage consists of longitudinal bars and lateral reinforcement (spiral reinforcement, lateral ties, or horizontal bands). Connect individual segments with couplers or by lapping steel as approved if overhead obstacles prevent placement of the cage as a single unit. Extend the reinforcing steel cage as follows if the shaft is lengthened beyond plan length unless directed otherwise. ■ Extend the cage to the bottom for shafts supporting structures other than bridges. ■ Extend the cage to 25 ft. or to the bottom, whichever is shorter, for bridge shafts with plan lengths less than 25 ft. ■ Do not extend the cage for bridge shafts with plan lengths at least 25 ft. that are lengthened less than 33% of plan length. ■ Extend the cage as directed for bridge shafts with plan lengths at least 25 ft. that are lengthened more than 33% of plan length. If the cage does not reach the bottom of the shaft, it may be suspended, or a portion of the longitudinal steel may be extended to support the cage on the bottom of the shaft. Bars used to extend or support the cage may be lap spliced or welded by a qualified welder. Place the extension at the bottom of the shaft. Tie spiral reinforcement to the longitudinal bars at a spacing no more than 24 in., or as required for a stable cage. Ensure lateral reinforcement is not welded to longitudinal bars unless otherwise shown on the plans. Center the reinforcing steel cage in the excavation using approved 'roller" type centering devices unless otherwise approved. Use concrete or plastic chairs to keep the reinforcing cage off of the bottom of the hole. Use centering devices starting at 1.5 ft. off from the bottom of the cage and spaced vertically at intervals not exceeding 10 ft. Use a minimum of 3 centering devices per level at a spacing not to exceed 30 in. Flat or crescent -shaped centralizers ("sleds") are not allowed. Support or hold down the cage to control vertical displacement during concrete placement or extraction of the casing. Use support that is concentric with the cage to prevent racking and distortion of the steel. Check the elevation of the top of the steel cage before and after concrete placement or after casing extraction when casing is used. Downward movement of the steel up to 6 in. per 20 feet of shaft length and upward movement of the steel up to 6 in. total are acceptable. Maintain the minimum length of steel required for lap with column steel. Use dowel bars if the proper lap length is provided both into the shaft and into the column. Locate and tie all dowel bars into the cage before placing concrete or insert dowel bars into fresh, workable concrete. Locate and tie anchor bolts when required before placement of concrete. Use templates or other devices to assure accurate placement of anchor bolts. 416 3.6. Concrete. Perform all work in accordance with Item 420, "Concrete Substructures." Provide concrete with maximum placement temperatures as specified in Table 4. Provide thermal analysis to show and temperature recording devices to verify maximum core temperature requirements are met as specified in Section 420.4.7.14., "Mass Placements," as directed. Table 4 Maximum Concrete Placing Temperature Shaft Mix Design Mix Design Size Options 1-5 Options 6-8 Diameter < 5 ft. 95°F 95°F 5 ft.<_ Diameters 7 ft. 95°F 85°F 7 ft. < Diameter 85°F 75°F Form portions of drilled shaft that project above natural ground. Remove loose material and accumulated seep water from the bottom of the excavation before placing concrete. Place concrete using underwater placement methods if water cannot be removed. Place concrete as soon as possible after all excavation is complete and reinforcing steel is placed. Provide workable concrete that does not require vibrating or rodding. Vibrate formed portions of drilled shafts. Place concrete continuously for the entire length of the shaft. Limit free fall of concrete to 25 ft. for dry shafts of 24 in. or smaller diameter. Use a suitable tube or tremie to prevent segregation of materials. Use a tube or tremie in sections to provide proper discharge and permit raising as the placement progresses. For dry shafts over 24 in. diameter, concrete can be allowed to free fall an unlimited distance if it does not strike the reinforcing cage or sides of the hole during placement. Provide a hopper with a minimum 3-ft.long drop -tube at the top of the shaft to direct concrete vertically down the center of the shaft when free fall is used. Do not use a shovel or other means to simply deflect the concrete discharge from the truck. Maintain a sufficient head of concrete for cased shafts at all times above the bottom of the casing to overcome hydrostatic pressure. Extract casing at a slow, uniform rate with the pull in line with the axis of the shaft. Monitor the concrete level in the casing during extraction. Stop the extraction and add concrete to the casing as required to ensure a completely full hole upon casing removal. The elapsed time from the mixing of the first concrete placed into the cased portion of the shaft until the completion of extraction of the casing must not exceed the time for which the concrete maintains a slump of over 4 in. in accordance with Article 416.2., "Materials." Modify the concrete mix, the construction procedures, or both for subsequent shafts if the elapsed time is exceeded. Cure the top surface and treat any construction joint area in accordance with Item 420, "Concrete Substructures." 3.7. Additional Requirements for Slurry Displacement or Underwater Concrete Placement Methods. Place concrete on the same day the shaft is excavated and as soon as possible after all excavation is complete and reinforcing steel is placed. Use an air lift or cleanout bucket of the proper size to clean the bottom of the excavation before placing the reinforcing steel cage and concrete. Place concrete through a closed tremie or pump it to the bottom of the excavation. The minimum tremie diameter will be at least 6 times the maximum size of aggregate used in the concrete mix but not less than 10 in. Initially seal the tremie or pump line to positively separate the concrete from the slurry or water. Place concrete continuously from the beginning of placement until the shaft is completed. Keep the tremie full of concrete and well submerged in the previously placed concrete at all times if using a tremie. Raise the tremie as necessary to maintain the free flow of concrete and the stability of any casing used. Keep the discharge tube submerged in the previously placed concrete at all times if using a pump. Place additional concrete to ensure the removal of any contaminated concrete at the top of the shaft. Allow the top portion of concrete to flush completely from the hole at the completion of the pour until there is no evidence of slurry or water contamination. Do not attempt to remove this concrete with shovels, pumps, or other means. Level the top of shaft with hand tools as necessary. Use a sump or other approved method to channel displaced fluid and concrete away from the shaft excavation. Recover slurry and dispose of it as approved. Do not discharge displaced fluids into or near 416 streams or other bodies of water. Provide a collar or other means of capturing slurry and the top portion of concrete flushed from the shaft for pours over water. Remove the tube, reseal it at the bottom, penetrate with the tube into the concrete already placed by at least 5 ft., and recharge it before continuing if concrete placement is interrupted due to withdrawal of the submerged end of the tremie or pump discharge tube before completion. If this condition exists, notify the Engineer and note the elevation and circumstances related to the loss of seal on the drilled shaft log. The elapsed time from the mixing of the first concrete placed until the completion of concrete placement, including extraction of the casing, must not exceed the time for which the concrete maintains a slump of over 4 in. in accordance with Article 416.2., "Materials." Modify the concrete mix, the construction procedures, or both for subsequent shafts if the elapsed time is exceeded. 3.8. Test Load. Load test shafts, if required, in accordance with Item 405, "Foundation Load Test." 3.9. Trial Shaft. When required on the plans, construct trial shafts to the depth and diameter specified on the plans. Trial shafts include: drilling the hole, placement of the rebar cage (unless otherwise stated), and placement of the concrete. When trial shafts are required, delay start of production shafts until successful completion of trial shafts. 4. MEASUREMENT 4.1. Drilled Shaft. Drilled shaft foundations will be measured by the foot to the bottom of the shaft. 4.1.1. Interior Bents and Piers. Shafts will be measured from a point approximately 6 in. below the finished earthwork elevation at the center of each shaft, unless specific elevations or dimensions are indicated on the plans or unless otherwise directed to meet unusual conditions. The bent height shown on the plans is for estimating purposes only and does not control the top -of -shaft measurement. 4.1.2. Abutment Bents and Retaining Walls. Shafts will be measured from the bottom of footing or cap elevation. 4.1.3. Other Non -Bridge Structures. Shafts, including trial shafts, will be measured from the top of the shaft. 4.2. Core Hole. Core holes will be measured by each core hole drilled. 5. PAYMENT The unit prices bid for the various classifications of drilled shafts will be full compensation for excavation; furnishing, placing, and removing casing; furnishing, processing, and recovering slurry; furnishing, and placing reinforcing steel; pumping; furnishing and placing concrete, including additional concrete required to fill an oversize casing or oversize excavation; conducting slump loss tests; backfilling; disposing of cuttings and slurry; and materials, tools, equipment, labor, and incidentals. When the bottom of a drilled shaft is placed at an elevation below plan grade, no direct payment will be made for extra reinforcement placed to support the cage. The extra reinforcement will be considered subsidiary to the price bid per foot of shaft. No extra payment will be made for casings left in place. No payment will be made for "Drilled Shaft" until the concrete has been placed. 5.1. Drilled Shaft. 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 for "Drilled Shaft," "Drilled Shaft (Non -reinforced)," "Drilled Shaft (Sign Mounts)," "Drilled Shaft (High Mast Pole)," "Drilled Shaft (Roadway Illumination Pole)," or "Drilled Shaft (Traffic Signal Pole)" of the specified diameter, subject to the limitations for overruns authorized by the Engineer given in Section 416.5.1.1., "Overrun." 416 5.1.1. Overrun. Payment for individual completed shaft lengths up to and including 5 ft. in excess of the maximum plan length shaft, as defined in Section 416.5.1.2., "Maximum Plan Length Shaft," will be made at the unit price bid per foot of the specified diameter. Payment for the portion of individual completed shaft length in excess of 5 ft. and up to and including 15 ft. more than the maximum plan length shaft, as defined in this Item, will be made at a unit price equal to 115% of the unit price bid per foot of the specified diameter. Payment for the portion of individual completed shaft length in excess of 15 ft. more than the maximum plan length shaft, as defined in Section 416.5.1.2., "Maximum Plan Length Shaft," will be made at a unit price equal to 125% of the unit price bid per foot of the specified diameter. 5.1.2. Maximum Plan Length Shaft. Payment described above is subject to the following provisions for extra depth drilling: ■ For bridge structures, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any drilled shaft on that specific bridge. ■ For retaining walls, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any drilled shaft on that specific retaining wall. ■ For overhead sign structures, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any overhead sign structures included in the Contract. ■ For high mast illumination poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any high mast illumination pole included in the Contract. ■ For roadway illumination poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any roadway illumination pole included in the Contract. ■ For traffic signal poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any traffic signal pole included in the Contract. 5.2. Core Hole. Core holes will be paid at $200 each. 450 Item 450 Railing Texas Oepartmenf of Transporfafion DESCRIPTION Construct railing of concrete, steel, aluminum, or a combination of these materials, including necessary anchorage for the railing on bridges, culverts, walls, or other structures as shown on the plans. 2. MATERIALS Use materials that conform to requirements of the following Items. ■ Item 421, "Hydraulic Cement Concrete," ■ Item 440, "Reinforcement for Concrete," ■ Item 441, "Steel Structures," ■ Item 442, "Metal for Structures," ■ Item 445, "Galvanizing," and ■ Item 540, "Metal Beam Guard Fence." Provide an approved Type III, Class C epoxy or an epoxy of the type and class stated on the plans where epoxy anchors are allowed or required for installing drilled and epoxied rail anchorage reinforcement or rail anchor bolts in accordance with DMS-6100, "Epoxies and Adhesives." Use other materials if shown on the plans. Provide only dual cartridge epoxy systems mixed with a static mixing nozzle supplied by the epoxy adhesive manufacturer and dispensed with a tool supplied by the epoxy adhesive manufacturer. Do not use bulk epoxies. Drill and install anchorage reinforcement or anchor bolts to the embedment depth shown on the plans or the depth the manufacturer recommends, whichever is deeper. No additional payment will be made for providing embedment deeper than shown on the plans. Select an embedment depth capable of developing the yield strength of the steel anchor based on the product literature for the epoxy and steel anchor being used if no resistance or embedment depth is specified on the plans. Use 60 ksi as the yield strength for reinforcing steel. 3. CONSTRUCTION Construct railing in accordance with details, alignment, and grade designated on the plans. Do not place railing until falsework or formwork, if any, for the span has been released unless otherwise directed. Adhere to the schedule restrictions for Placing Bridge Rails and Opening to Construction Traffic in Item 422, "Concrete Superstructures." Notify the Engineer after completion of the following steps and obtain approval of work before proceeding to the next step: placing rail reinforcement and pre -pour clear cover checks. Ensure expansion joints in the railing will function properly before placing concrete. Furnish either steel or aluminum, but not both, for the entire Contract if the plans allow either steel or aluminum options for a particular railing type. Install epoxy adhesive anchorages in accordance with the manufacturer's instructions including hole size, drilling equipment and method, hole cleaning equipment and method, mixing and dispensing epoxy, and anchor insertion. Do not alter the manufacturer's mixing nozzle or dispenser. Anchorage bars or bolts must be clean and free of grease, oil, or any other foreign material. Demonstrate hole cleaning method to the Engineer for approval and continue the approved process for all anchorage locations. Do not weld to an anchor bar or anchor bolt that is anchored with epoxy adhesive. Do not expose rail to traffic until epoxy adhesive has obtained full cure in accordance with manufacturer's specifications. 450 3.1. Metal Railing. 3.1.1. General. Furnish metal beam rail elements in accordance with Item 540, "Metal Beam Guard Fence." Fabricate and erect metal railing according to the pertinent provisions of Item 441, "Steel Structures," and the requirements of this Item. Prepare and submit for approval the required shop or erection drawings in accordance with Item 441, "Steel Structures," when the plans require. Show all splice locations and details on the shop or erection drawings. Splice members only as provided on the plans. Field -weld when required in accordance with Item 448, "Structural Field Welding." 3.1.2. Fabrication. Fabricate metal railing and post panels in sections conforming to the details shown on the plans and field -verified lines and grades. Fabricate adjacent sections so they will accurately engage each other in the field. Match -mark each pair of sections so they can be erected in the same position they were fabricated. Fabricate metal rail elements included as part of the railing system to the dimensions and cross -sections shown on the plans and within a tolerance of 1/4 in. per 10 feet in the straightness of either edge. Joint and connect metal rail elements to the rail posts as shown on the plans, lapping metal rail elements in the direction of traffic in the adjacent lane. Bolts and nuts for metal railing should meet requirements of ASTM A307 and be galvanized in accordance with Item 445, "Galvanizing," unless otherwise shown on the plans. Fabricate aluminum in accordance with AWS D1.2. Heat aluminum materials other than castings to a temperature up to 400oF for no more than 30 min. to facilitate bending or straightening. 3.1.3. Castings. Provide permanent mold castings of the materials specified that are true to pattern in form and dimensions and of uniform quality and condition. Castings must be free from cracks and defects such as blowholes, porosity, hard -spots, or shrinkage that could affect their suitability for use. Repair minor defects in aluminum castings by an approved inert gas -welding process. Ensure finished castings are free of burrs, fins, discoloration, and mold marks and that they have a uniform appearance and texture. Produce castings under radiographic control sufficient to establish and verify a product free from harmful internal defects. Heat-treat the entire lot of castings to the specified temper when required. Permanently mark the heat or lot number on the web or top of the base of all castings. Furnish mill test reports showing the heat or lot number, chemical composition, tensile strength, elongation, and number of pieces for each casting heat or lot. For aluminum castings, a heat or lot should consist of at least 1,000 lb. of trimmed castings when produced from batch type furnaces, or 2,000 lb. when produced from a continuous furnace during a period of no more than 8 consecutive hours. Furnish the entire number of acceptable posts cast from each heat or lot except when a portion is required to complete a project. 3.1.4. Corrosion Protection. Galvanize all portions of steel railing after fabrication in accordance with Item 445, "Galvanizing," unless otherwise noted on the plans. Apply appearance coat to galvanized surface in accordance with Item 445, "Galvanizing," when shown on the plans. When painting is specified in place of galvanizing, shop paint steel in accordance with Item 441, "Steel Structures." Repair any damage to galvanized or painted surfaces after erection in accordance with Items 445, "Galvanizing," and Item 446, "Field Cleaning and Painting Steel," respectively. Before final acceptance, clean surfaces of aluminum and galvanized steel railing not shown to be painted to remove extrusion marks, grease, dirt, and all other surface contaminants. 450 3.1.5. Storage. Store railing materials above the ground on platforms, skids, or other supports, and keep them free from grease, dirt, and contact with dissimilar metals. Avoid scratching, marring, denting, discoloring, or otherwise damaging the railing. 3.2. Concrete Railing. Provide concrete portions of railing in accordance with the requirements of Item 420, "Concrete Substructures," and Item 422, "Concrete Superstructures." Construct forms so the railing line and grade can be checked after the concrete has been placed but before initial set. Do not disturb the form alignment during finish floating of the railing tops. Exercise particular care in other construction to avoid disturbing or vibrating the span with the newly placed railing. Provide precast members conforming to Item 424, "Precast Concrete Structural Members (Fabrication)." Slipform construction of railing is permitted unless otherwise shown on the plans. Demonstrate slipforming method showing line and grade of concrete surfaces can be consistently obtained and clear cover outside reinforcing steel be maintained at all times. Stop slipforming railing if specified concrete clear cover is not obtained or appearance of rail is off line and grade. Do not slipform railing with cast -in -place anchor bolts unless noted otherwise. Provide additional reinforcing as needed to prevent movement of the reinforcement cage. Clear cover and epoxy coating requirements for additional reinforcement are the same as shown for the rail reinforcement. The rail reinforcing cage may be tack welded to the rail anchorage reinforcement provided the rail and anchorage reinforcement are not epoxy coated and weld locations measured along the rail are no closer than 3 ft. Tie all bar intersections if epoxy coated reinforcement is required for the railing proposed to be slipformed. Provide a wire line to maintain vertical and horizontal alignment of the slipform machine. Attach a grade line gauge or pointer to the machine so a continuous comparison can be made between the rail being placed and the established grade line. Rails or supports at the required grade are allowed instead of sensor controls. Make one or more passes with the slipform over the rail segment to ensure proper operation and maintenance of grades and clearances before placing concrete. Provide slipformed rail within a vertical and horizontal alignment tolerance of ±114 in. per 10 feet. Construct rail with a smooth and uniform appearance. Consolidate concrete so it is free of honeycomb. Provide concrete with a consistency that will maintain the shape of the rail without support. Minimize starting and stopping of the slipform operation by ensuring a continuous supply of concrete. Do not exceed the manufacturer's recommended speed for the slipform machine. Stop slipforming and take remedial action if slipforming causes movement of the reinforcement such that plan clearances are not achieved. Remove and replace unsatisfactory slipformed rail at the Contractor's expense. 3.3. Tests. The Engineer will sample cast aluminum posts for testing in accordance with Tex-731-1 to verify the material requirements of Item 442, "Metal for Structures." Metal beam rail elements may be sampled in accordance with Tex-713-1. The Engineer may sample bolts and nuts in accordance with Tex-708-1 for galvanized coating testing. The Engineer will select 3 anchor bars or bolts from the first day's production to be tested after the epoxy has cured. Test the bars or bolts in the presence of the Engineer in accordance with ASTM E1512, using a restrained test, to evaluate the epoxy adhesive's bond strength. Verify the anchor bars or bolts develop the required pullout resistance on the plans or 75% of the yield strength of the bars or bolts, whichever is less, without a bond failure of the epoxy. The Engineer may require additional tests during production. Perform corrective measures to provide adequate capacity if any of the tests do not meet the required test load. Repair damage from testing. 4. MEASUREMENT This Item will be measured by the foot. 450 This is a plans quantity measurement Item. The quantity to be paid for is the quantity shown in the proposal except as modified by Article 9.2., "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT 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 for "Railing" of the type specified. This price will be full compensation for furnishing, preparing, and placing concrete, expansion joint material, reinforcing steel, structural steel, aluminum, cast steel, pipe, anchor bolts or bars, testing of epoxy anchors, and all other materials required in the finished railing; removal and disposal of salvageable materials; and hardware, paint and painting of metal railing, galvanizing, equipment, labor, tools, and incidentals. 686 Item 686 Traffic Signal Pole Assemblies (Steel) 1. DESCRIPTION ■ Installation. Fabricate, furnish, and install steel traffic signal pole assemblies. ■ Relocation. Remove and relocate existing steel traffic signal pole assemblies. 2. MATERIALS Texas Department of Transportation Provide new materials that comply with the details shown on the plans, the requirements of this Item, and the pertinent requirements of the following Items: ■ Item 416, "Drilled Shaft Foundations" ■ Item 421, "Hydraulic Cement Concrete" ■ Item 441, "Steel Structures" ■ Item 442, "Metal for Structures" ■ Item 445, "Galvanizing" ■ Item 449, "Anchor Bolts" Furnish alloy steel or medium -strength mild steel anchor bolts in accordance with Section 449.2.1., 'Bolts and Nuts," unless otherwise shown on the plans. 3. CONSTRUCTION 3.1. Standard Design. Fabricate poles assemblies in accordance with this Item to the designs shown on the plans. Alternate designs are not acceptable. Deviations that affect the basic structural behavior of the pole are considered to be alternate designs. For deviations that do not affect the basic structural behavior of the pole, electronically submit shop drawings in accordance with Item 441, "Steel Structures," to the Bridge Division for approval. 3.2. Fabrication. Fabricate and weld in accordance with Item 441, "Steel Structures," AWS D1.1, Structural Welding Code —Steel; and the requirements of this Item. Fabrication tolerances are given in Table 1. 686 Part Table 1 Fabrication Tolerances Dimension Tolerance (in.) Length ±1 Thickness +0.12, —0.02 Pole and mast arm shaft Difference between flats or diameter ±3/16 Straightness 1/8 in 10 ft. Attachment locations ±1 Overall ±3/16 Thickness +1/4, —0 Base and mast arm Deviations from flat 3/16 in 24 in. mounting plates Spacing between holes ±1/8 Bolt hole size ±1/16 Length ±1/2 Anchor bolts Threaded Length ±1/2 Galvanized Length —1/4 Angular Orientation 1/16 in 12 in.' Assembled shafts Centering ±3/16 Twist Yin 50 ft. 1/8 in 12 in. between mounting plates and between mounting plates and base plates Fabrication plants that produce steel traffic signal pole assemblies must be approved in accordance with DMS-7380, "Steel Non -Bridge Member Fabrication Plant Qualification." The Department maintains an MPL of approved traffic signal pole assembly fabrication plants. Provide properly fitting components. Provide round or octagonal shafts for poles and mast arms tapered as shown on the plans. Fabricate mast arms straight in the unloaded condition unless otherwise shown on the plans. The Department will accept bolted slip joints overlapping by at least 1.5 diameters in mast arms 40 ft. and longer. Provide circumferential welds only at the ends of the shafts. Provide no more than 2 longitudinal seam welds in shaft sections. Grind or smooth the exterior of longitudinal seam welds to the same appearance as other shaft surfaces. Ensure 100% penetration within 6 in. of circumferential base welds and 60% minimum penetration at other locations along the longitudinal seam welds. Use a welding technique that minimizes acid entrapment during later galvanizing. Hot -dip galvanize all fabricated parts in accordance with Item 445, "Galvanizing." Treat welds with Ultrasonic Impact Treatment when shown on the plans after galvanization and with the dead load (actual or simulated) applied. Repair damaged galvanizing in accordance with Section 445.3.5., "Repairs." Connect the luminaire arm to the pole with simplex fittings. Ensure the fittings have no defects affecting strength or appearance. Permanently mark, at a visible location when erected, pole base plates and mast arm mounting plates with the design wind speed. Permanently mark, at a visible location when erected, pole base plates and fixed mast arm mounting plates with the fabrication plant's insignia or trademark. Place the mark on the pole base plate adjacent to the hand - hole access compartment. Deliver each traffic signal pole assembly with fittings and hardware either installed or packaged with its associated components. Ship all components with a weatherproof tag identifying the manufacturer, Contract number, date, and destination of shipment. 686 3.3. Installation. Locate traffic signal pole assemblies as shown on the plans unless otherwise directed to secure a more desirable location or avoid conflict with utilities. Stake the traffic signal pole assembly locations for verification by the Engineer. Use established industry and utility safety practices when working near overhead or underground utilities. Consult with the appropriate utility before beginning work. Construct foundations for new traffic signal pole assemblies in accordance with Item 416, "Drilled Shaft Foundations," and the details shown on the plans. Orient anchor bolts as shown on the plans. Erect structures after foundation concrete has attained its design strength as required on the plans and Item 421, "Hydraulic Cement Concrete." Coat anchor bolt threads and tighten anchor bolts in accordance with Item 449, "Anchor Bolts." After the traffic signal pole assembly is plumb and all nuts are tight, tack weld each anchor bolt nut in 2 places to its washer. Tack weld each washer to the base plate in 2 places. Never weld components to the bolt. Tack weld in accordance with Item 441, "Steel Structures." After tack welding, repair galvanizing damage on bolts, nuts, and washers in accordance with Section 445.3.5., 'Repairs." Do not grout between the base plate and the foundation 3.4. Relocation. Disconnect and isolate traffic signal cables before removing the pole. Remove existing traffic signal pole assemblies as directed. Ensure the poles or attached components suffer no undue stress or damage. Signs, signal heads, mounting brackets, luminaires, etc., may be left on the poles. Repair or replace damaged components as directed. Remove abandoned concrete foundations, including steel, to a point 2 ft. below final grade unless otherwise shown on the plans. Cut off and remove steel protruding from the remaining concrete. Backfill the hole with materials equal in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. Move existing pole assemblies to locations shown on the plans, or as directed. Construct foundations for relocated traffic signal pole assemblies in accordance with Item 416, "Drilled Shaft Foundations," and the details shown on the plans. Install existing pole assemblies on new foundations in accordance with Section 686.3.3., "Installation." Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 4. MEASUREMENT This Item will be measured by each traffic signal pole assembly installed or relocated. 5. PAYMENT 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 for "Install Traffic Signal Pole Assemblies (Steel)" of the types and sizes specified or "Relocate Traffic Signal Pole Assemblies (Steel)" of the types specified. New drilled shaft foundations will be paid for under Item 416, "Drilled Shaft Foundations." 5.1. Installation. This price is full compensation for furnishing, fabricating, galvanizing, assembling, and erecting the pole upon a foundation; furnishing and erecting required mast arms and luminaire arms; furnishing and placing anchor bolts, nuts, washers, and templates; and materials, equipment, labor, tools, and incidentals. 686 5.2. Relocation. This price is full compensation for removing traffic signal pole assemblies; removing existing foundations; backfilling and surface placement; storing the components to be reused or salvaged; furnishing, fabricating, and installing required new components including anchor bolts, nuts, washers, and templates; placing and securing traffic signal pole assemblies on new foundations; furnishing and placing conduit, ground rods, and wiring; disposal of unsalvageable materials; loading and hauling; and materials, equipment, labor, tools, and incidentals. 1004 Special Specification 1004 Tree Protection 1. DESCRIPTION Install tree protection as shown on the plans or as directed. 2. MATERIALS Furnish materials in accordance with the plans. 3. CONSTRUCTION Use construction methods in accordance with the plans. 4. MEASUREMENT This Item will be measured by the acres of trees protected or by each tree protected. 5. PAYMENT Texas Department of Transportation 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 for `Tree Protection." This price is full compensation for furnishing all materials, equipment, labor, and incidentals. 01-15 Statewide GR-01 60 00 Product Requirements THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Traffic Signal Improvements For SH-114 And Wo ff Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104682 Revised March 20, 2020 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2023 Approval Sper No. Concrete Classification Manufacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 30 00 Mix Design American Concrete Company Ol JAF382 1000 psi Concrete Base Material for Trench Repar 9/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001791 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001793 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos 1310000001103 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001273 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liters, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 30 00 Mix Design Argos D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D10000001685 4000 psi Concrete for Valve Pads 9/9/2022 03 30 00 Mix Design Argos D10000005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 30 00 Mix Design Argos D1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Borneo Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 9/9/2022 03 30 00 Mix Design Bumco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Bumco Texas 55UI20AG 4000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Bumco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 30U101AG 3000 psi Concrete Mix for Flatwork 9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 9/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Bumco Texas 08Y45013A 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 30 00 Mix Design Bronco Texas OIY69OBF 100 psi Concrete Mix for Flowable Fill 4/l/2023 03 34 16 Mix Design Bumco Texas IOYH50BF 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Charleys Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charleys Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Chishohn Trail Redi Mix C 13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/O1/2023 Approval Sper No. Classification Nianufacturer Model No. National Spec Concrete (Cm tinned) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAO0IJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Dram Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-INC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services OCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2M1,VR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1 OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2023 Approval Sper No. Classification Manufacturer Model No. National Spec Concrete(Con inued) 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 3000 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable IiIVCSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361 DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C451 DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Stone Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable FiIFCLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/l/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/l/2023 03 30 00 Mix Design Martin Marietta R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/l/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6,000 psi (3,000 psi @ 241us.) for HES Paving 4/l/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/l/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/O1/2023 Approval Sj No. Classification Manufacturer Model No. National Spec Concrete(Con inued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 30 00 Mix Design Martin Marietta R214MO / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q214IR27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 11/20/2023 03 30 00 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11/20/2023 03 30 00 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 9/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS PI-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 0334 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 7/10/2023 03 30 00 Mix Desigg Osbum 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 0334 13 Mix Design Redi-Mix FOCI 0021215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL11524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 0334 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 1OK11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50K11524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storrs Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix 1ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Sper No. STANDARD PRODUCTS LIST AS OF 12/01/2023 Classification Manufacturer Model No. National Spec Concrete(Con inued) 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 (& 3-days) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdndge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Dram Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 11/30/2023 32 13 13 Mix Design Wildcatter Redi-Mix 3620A1 / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Mix 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 30 00 Mix Design Wildcatter Redi-Mix 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 11/30/2023 03 30 00 Mix Design Wildcatter Redi-Mix 4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Asphalt Pavin L 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B 117965 P664-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt F FIBI39965 P664-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt F F IB 117.2 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901 D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 11/20/2023 32 12 16 Mix Design Reynolds Asphalt 2101D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 12 16 Mix Design Surmount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. (Williamsville, I Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Silicone Joint Sealant 9/9/2022 132 1373 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utilit. Trench Embedment Sand 9/9/2022 33 O Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tm Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dial ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dial ASTM A536 AASHTO M306 **Note. AU new development and new installation manhole lids sha I meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Sper No. STANDARD PRODUCTS LIST AS OF 12/01/2023 Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Fmt=a FRT-lOx3405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-100 406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterma FRT-lOx4.5407-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterma FRT-lOx4.5420-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 3920 Manhole Forterma FRT-4X4-409-PRECAST-TOP (Size - TX 4') ASTM C913 10/8/2020 33 3920 Manhole Fortermat FRT-4X4-409-PRECAST-BASE (Size - TX 4') ASTM C913 10/8/2020 33 3920 Manhole Forterma FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6') ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-IOX3405-PRECAST INLET** (Size - 10' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3405-PRECAST INLET** (Size - 15' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4-409-PRECAST TOP (Size - TX 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4-409-PRECAST BASE (Size - TX 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST TOP (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX 7) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG4X4-408-PRECAST INLET (Size - TX 4') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 8/28/2023 3349 10 Manhole Oldcastle Precast Tx 4' Stacked Manhole (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8� ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 89 ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4') ASTM C433 8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x Tit— Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note. Pre -cast inlets are appored for the stage I portion of the structure (basin) only. Stage Hportion of the structure are required to be cost in place. No exceptions to this requirement shalt be allowed Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 3341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 8/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 8/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Ppe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/12/2023 3441 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 10/19/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/18/2023 3641 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,C1577 t,>c7*F,,)s10PmJ PERMIT NUMBER TxOOT ENTER PERMIT NUMBER HERE 7 o ;?, A GPS' ROADWAY REQLIESTOR LATITUDE, LONGITUDE HWY NAME I SH 114 133'2'6 26"N. 97'19'47 88"A FOR TxDors USE - - CONTROL NA 03 NAME OH, SECTION NA} MAILING ADDRESS 360 Westar Blvd CITY. STATE. ZIP Westeivilie. OH 43062 PHONE NUMBER 3306311915 - 'GLOSAL POSITIONING SYSTEM 1�43� %RNNA-'E s AT INTERSECTION OF ORIVEWAY CENTERL NE WTH ABUTTING ROADWAY Is this parcel in current lit gation w th the State of Texas? ( � YES N NO The Texas Department of Transportation. hereinafter ca led the State hereby authorizes Exel nc, d+b/a DHL Supp y dal'hii} hereinafter called the Permittee. to ® construct 1 ❑ reconstruct a deceleration lane and curb ramps, sidewalks (residential. convenience store retail mail farm. etc ) access driveway on the highway right of way abutting highway number 114 in Denton County Located at the intersection o(SH 114 and Wolff Cross'ngl Roaring River Road Th.s permit is subject to the Access Driveway Policy described on page 2 and the following 1 The undersigned hereby agrees to comply with the terms and conditions set forth in th s permit for construction and maintenance of an access driveway on the state highway right of way 2 The Permittee represents that the design of the faci'rties as shown- in the attached sketch is in accordance with the Roadway Design Manual, Hydraulic Design Manual and the access management standards set forth in the Access Management Manual (except as otherwise permitted by an approved variance) 3 Construction of the driveway shall be in accordance with the attached design sketch.. and is subject to inspection and approval by the State 4 Maintenance of fac litres constructed hereunder shall be the responsib lity of the Permittee, and the State reserves the right to require any changes, ma-ntenance or repairs as may be necessary to p; ovide protection of life or property on or adjacent to the highway Changes in design will be made only with prior written approval of the State � 5 The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury orv{/) property damage related to the driveway permitted hereunder 6 Except for regulatory and guide signs at county roads and c ty streets the Permittee shall not erect any sign on or extending over any portion of the highway right of way The Permittee shal ensure that any vehicle service fixtures such as fuel pumps, vendor QJ stands, or tanks shall be located at least 12 feet from the right of way tine to ensure that any vehicle services from these fixtures will be off the highway right of way 7 The State reserves the right to require a new access driveway permit n the event of (I) a material change in land use driveway traffic volume or vehicle types using the driveway. or (ii) reconstruct on or other modification of the highway facility by the State 164 8 The State may revoke this permit upon violation of any provision of this permit by the Permittee 9 This permit will become null and void if the above -referenced dr veway fac I ties are not constructed within six (5) months from the Issuance date of this permit. 10 The Permittee will contact the State's representative V-L,v C'L AYAi _\ telephone, (46 ) 371 Z7 y 'J_ , at least Nventy•four (24) hours prior to beginning the work authorized by this permit 11 The requesting Permittee will be provided instructions on the appea process if this permit request Is denied by the State The undersigned hereby agrees to comply with the terms and conditions set forth n this permit for cons[, uct on and maintenance of an access driveway on the highway right of way Signed by Date 3/14/2023 Signed F:� Vt.tX. RMO"Wier or owner's representative) 6a e- LL13UPeny I sane Bnglneer or designee Approval Uate or Issuance as per variance to AMM Is roc ngini'eF. or designee Approval �[ia�e dGeniaT .'— - -- - plserntl Eng,reer Denlar tWo�e7t+gaiiori'j _ Access Driveway Policy Tit e 43 Texas Administrat-ve Code (Transportation) Chapter 11 (Design) Subchapler C (Access Connect ons To State Highways) and the "Access Management Manual' establish policy for the granting of access and the design materials and construction of driveways conr•ecting to state highways Ail driveway facilities must follow this policy To the extent there is any conflict oetween this perm t a -id the policy, the policy shall control If a proposed driveway does not comply with the access management standards the owner may seek a variance to a requirement contained in the access management standards by contacting the local TxDOT office TxDOT Driveway Permit Request Contact For a local contact for your TxDOT Driveway Perm t Request or variance request visit http trwww txdot goVi rside txdot/d stnc(Nmi You can click on the section of the map closest to your location to find the local TxDOT office You can a;so click on the drop dow,- box below the map to find the district for your county Other Conditions In addition to Items 1 thru 11 on page 1 of this permit, the facdity shall also be in accordance with the allachad sketch and subject to the fol owing additional conditions stated below NIA Variance Documentation Justification For a Variance request, please indicate which of the beoov, are applicable, as required by TAC §11 52(e) Ela significant negative impact ,o the owner's real property or its use will likely result from the denial of its request for the variance inciuding the foss of reasonable access to the property or undue hardship on a business located on the property ❑an unusual condition affecting the property exists that was not caused by the property owner and justifies the request for the variance For the conditions selected above provide vmt:en justification below (Attach additional sheets. if needed) N/A For TXDOT use below: ----------------------------------------------------------------------- For Variance denials please indicate which of the below conditions as provided in TAC § 11.52(e) were determined adversely affect the safety. design construction. mob lily. efficient operation. or maintenance of the highway: or ElI kely impair the ability of the state or the department to receive funds for highway construction or maintenance froin the federal government Attachments: Sketch of Installation All Variance Documentation R g FORTWORTH P THE CITY OF FORT WORTH, TEXAS PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNAL IMPROVEMENTS FOR SH-114 AND WOLFF CROSSING 0 MATTIE PARKER MAYOR DAVID COOKE CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CHRISTOPHER P. HARDER, P.E. DIRECTOR, DEPARTMENT OF WATER 0 Know what's below. 8311 before you dig. 9/15/202} o�tig5�. ,ONALEN���A. IPRC RECORD NO. IPRC23-0005 CITY PROJECT NO. 104682 FID NO. 30114-0200431-104682-EO7685 FILE NO. K-3063 PROJECT LOCATION AMAZON DR 7y 9 c� C SH 114 SH 114 O C� O rn LOCATION MAP NTS, MAPSCO NO: 642J COUNCIL DISTRICT: 7 OWNER/DEVELOPER EXEL INC., DIBIA DHL SUPPLY CHAIN (USA) 360 WESTAR BLVD WESTERVILLE, OH 43082 CONTACT WILLIAM C THOMAS, P E , LEED AP PHONE (614)865-8369 ENGINEER: Kimley7>)Horn 801 CHERRY ST. UNIT 11, SUITE 1300 FORT WORTH, TEXAS 76102 CONTACT: ABHISHEK ACHARYA, P E. PHONE (817)339-2297 FAX .(817)335-5070 CURRENT CONSTRUCTION STANDARDS FOR DEVELOPMENTS (MARCH 11, 2022) SHALL GOVERN ON THIS PROJECT. i g�g, 4C �z DESIGN SPEED SH-114 = 55 MPH WOLFF CROSSING = 30 MPH ROARING RIVER RD = 30 MPH a 1 . _ _I' 4"— , P. C. Sep 19, 2023 DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE PLAN FOR APPROVAL RESOLUTION NO. 01-10-2020 D�6e O a&4'A. Sep 19, 2023 REVIEWED DATE PROJECT MANAGER 1299 VICINITY MAP x.r.3. /. IfrAmlR.a,<.,a HIGHWAY 114 1300. ,m,1al•.da<. P.O.B. IAxa0.wrSRIOHTOFwArWG 7- 1 mTMm n TR o rr l��TMsz�p 589°43'0]•E 90].48' ,nsvc ,mwe xaVe c mm,.r F +curs- tw.w— ' ascJ _____�____ ___________ �__ �Ar01 _�_msT_rlo. m, �J __ _ ]IDvro ]Ex4NDrtrvE r------- - 4 ,soot 01 T `, urF j __ -- II _ ____________ _______ _t[1 _ _Y_1— FLr_'^_L'_I mwArenune.••=.crr— ___�_____________ 1220 pr.x�m,r—> 11 I—�pr m m,a m l 12— A �? I 1300 - 1 1 01 I 14m sac r+ eo 9 I 1 v nrr. r,o.xwosrde, I N r l 1-MAawdn,rawar �E ..I—..I—OUE—P j II Z T I) 11 j (INST. NO mEz086]el' uc N r (INST. No. A1at44zoe) , aM.rn,w I 1 Gi I 1 1 LOT 3, BLOCK 1 NORTH JF \ \ \ 1.7137 ACRES I. LOT 1, BLOCx A , LOTAVIL RESERVE .m,wrM + axurvwaFwaFaEaar \ \ \\ \1 74,650SO FT. LOT2,BLOCKI Iwsr.xo.mlerlml 1\ \ \ \ \ GRAPHIC ScuE INFEET (INST. NO. 2019.332) 1°'u 1 \ \ \ \ , u,un m r a IN. FEET ACRES - LOT 1, BLOCK 1 173,24B SO. FT. " rey,Iea`A'F""`PIAn�\ \\ \ 1 \ I:vTMb^"n L NI NST. ai0. Atbl3ar I 1.4224 ACRE$ \\ LOT TABIE r , w61 x4%3B 61,959 SQ. FT. MCLNovsr.OLAtat) Euzanw LP ert1•ar3s• l7 ^.I aN$T. KE. � � as I rwa,c xp. m, wnMT,r\vv v v ��ce-xw•,6vsw I �I rev,maPu, v v\ v\ a3o]sr a Lra Ar wA N°"av \ 4T•a I �tANO USE —Er< LINE TYPE LEGEND IMa, xd. __-- wmOrwAvmwmx.S1, I I,Ama „m I w�J tso.w 5R9°49'O1M71J08.4R'I J�—,wezwaa ecu,aa.cpr W Ir<an as M2. ART OFP%ELINC. 1 � (INST. NO. Al&33300) c u . cw,RdfxouwANeart WASTEWATER IMPACT FPp WNER9 CERTFI<ATNR1 TN, CM a Fon roam nf< an aain.nca memlllp un .swaemml .m axxcXw d water en6 waetewrr Imrd ter. TM Idal.mwm rrrr b dwwd en u.,.wm.Mn mm a mro pIa epakamn. Me.a opal xERFA6 MPKerwycae w LP .M wE Rwere Rlvar Rw,a. LLc are ma ownem d a 7 1133.d. ma a mM.Ilmmd a m. THERE oRE mmw.a m.n M m.r IarwM and Mncaeyca. w ta.M wE Rwaam RMr Ror. uc Mray amp adadub ft dFroW"e aelneree.lM ampunlm McpllMed le mlwlnaee u,m sdrodub 11ll,en in MTydnge Surrey. AnW No. tx]s,CM aFon WOM. Denim Cwmy, TeWl bed pare aroma bxla bM deRaNaO Nw pbtw Lora tF:AN03 BLOCN I. VEROM GREENWAr A00rtpx, en Wd,Mmtla clya Fon woM, oemm Gpumy. r.rs des a MIdNp rXnX b bmrotl. w Ua won ,bi Ea e b Ne munidpal walr aiWw wrlevnW nXGenarel Wanamy DeeO b MCKeM1+y CMa w LP,ecwdeE in Inalnsrr. Np. zbtal — d me —MO_ PWIk ReE d Danish eM 6o h—, EaUIrele m Its pEMc urbnwr6ro,pmsdwryxmeseamrb rYwm Iwepn. rr�m�n � Coumy. Tew: rM bed elw Mire aII d and Iraq d am deawibe0 n Speriel we,nnry Deed uM vwmoyz mvRE Rowag River WORTH Rrd. LLC rec<,dM in IIII—t No. Ybz0.86]a a eeN ORdM Pudk F—.;sets Ina Esp more OnndNaN meubM r Ipepwe: FOR ummEASEMErm E,edned ma um �] awa_.IDID. wM<u Ilry. Intludi o d Fm wwm, soon Mw ma rqM m move aM Krp nwved r a wM1 a rY BEGINNING a e MB.I I Imo mU aim nD emmped TGE-1wM In me oats daMOH<ay lire d slam HghwM Np. 114 (24abatwme emwln w imww.Irm ankh IIIr .,n• w.e�maas<,f w mmnxae aim nm .nnlatwayl: rm -I Mina Its .wmaw mmfr a ma, o-aa a mm roaume ip spwd w.,m,M o.m m Nenmra Rr..<. LP eNa.vErcolA w LP •Bmww a M rr u.. eralemf w my a Its rrmenla awww on Its d.r..m n newme xo. zotst3e]a] arb omml Pablk R«wm: • T<w Ilmn<s p.vw,dlq CITY PLAN COMMISSION u�ey Sh.1 n. uw nanI It aII umr a I,prer em.ww awn m ewm.ma Iw m. w,po.. a <o�,.wawa inapedipn, rbdlma. salnmWna. eM emaa m a reemare aY w pw1 a M re Frure ay— TxENCE SEast a IM rm .01.. d smm ll nh ry N. 114, a msmroe d MM leel m. lrzi„m -I ra BY GmenwaYlMMeMy GP. U.C. CITY OF FORT WORTH, TEXAS rOoulVm rewaeiyal enY limedpmad,p me IF—danpre. wm wnn as•a3nr NPAa 1AMSOOM-optpuMlwwnr, ers nYW nepEO'wIMrY. m oenxa pwa,w I —Is DONLYIF REWEDEOwRHIN TMHSPoItraT10N IMPAOT FEES n1ENCE Sean0-IUIF-M.dM—N Na rM awn lire a Saa H'9Ire N., 114. adWwed 33]SS Iee1 ba1R+wA aw red NINETY(.) —AFTER —OF APPROVK TM CyIeIFm Wam Maan aVinewe lmdemen0re pro aerrmr,eM wlarw d Mnspw,eiiwi lmped lwa. vets HP0.SSCCIATES.COM•wplwMlwaum: rraradlamdw nw eppmveI demo O p rdkewn. Mead uwn SCMda9 l d dm �wa Er waMma In enw era laal.a Muap;pbv itsawmm MmdebxexCEuOt' IWemnry psedm Esa lnc1�tlx'._ _ y —a�7 rlWTUW�� wFes r and nem.eM rodwwUre pwmnbbawd. ._uN dlpy pd—a 90aAS nits me,rs.InN non,pd vets—EF<aP 1pr,q ld wmarmme ra llra ra Neamlew �� � GE aTUBY Reraw. Pma. Er _ CIv dnirpe �. �re mn,wmMlw w,m Vb epPI— —y dolma. pbn. ,reY M reRuimd Mlwe wv uilNre peon Iew w nib aM (e Padlre aen In oars InWnwa mev M eeeawm_I II um ails eves re, THENCE Nwm O'AtlY Er4 alwM ma xM art Ilre d me NeaareM Reaam, LP aed a dlWme a 3r.881M a me POINT OF STATE OF TE%PS C// / ✓`.^^rI/T� wnlam,mre dnlre�lshirty mom lM DepaMlnllwgd TorpwmMn eMrPublkWrape lu wowmema aMW BEGINNING eM wnaini,M].1133 evavw309.35]rwre kadard.nvawler. COUMry OF DALLAS re ewemnra Wt a BY: S. Drelnepe SaM vn'll M reau'eed Mtam any prnX le Irwd. TM wmM Dana wB inlo,m earn ours d Its BEFORE me ME, me unmapred, a Nday punk bbOeM N me Cwry9mm, w ma day Oerswwy awexee Toed PeM. haven m sedwWY rme. pamn Mar renabe,pamMN Nxewap eM etlumMMrdm metlW MreaMO ms rme Nr me pumrea eM wneldxellon mash aswweed, aM m tlm <epe<XY mwem. NOI—N M.M fMlI M Inued tw any M I,, nib I—— unU en eppawbb CFA w dMr a Ir, xOMS: pwifb» aro abudwn d aay11�eplmglaimNe wear, Na dam coin. ehM Iphm amewalM, w TM nwnre syelwn M Nif wrwy ie Msed w Ina Tams Caaeuwe Srlwn d 1983. FJarm CenW 2wm OAx xim en epdym GNEN UNDER MY HANOANO $EP+OF OFFICE, nib me 4 dryd f6-brT. AID. wareO.Tim;1p,ovesems.a pxp�pm�vpdbgnnFl�oylwFeM me CM d Pm roam. t wmdaed ecem muwdr00otsos3. No p;AIAIA ASMIlAY9ll141l baE cpnaWrJed over enY riebp wpbned wear. rnnen sewer. x. TM.M'plwdtllrme drown hereon em Maed on Ne Term Cwdlrem aylmlatSB3. NaM Canna zar4mz.Iw amb aM llo �/Tv!l�E t�NWr f rid Ft dmin.a. ar aedm oa wdMrwMm ra Iaryryw _ I.rr i F P-19 -13 9 PLx8 3 Aa SNm Me No. a905WOna0G. JIWApm 16.2011 M me Wuorel Fbod lrureme Roam^Mr. Fl-1,amsw Rea Map MYCwnmbebn emer'. 6<IL IAJL2 Sane ere rwa'wa aabwnl m Mm emee a r wdk ar pnae ama, m wmlomwwa won ax sieeweix a Dents, Cauny. rear eM Inw,w,a Areas. Frwa EmwOerby Me,maemem Awwv. nib IaepeM b nd broad anMi a I�t'J['/1 Pdky pw•CM Dewbpmem Deep^SMMaai. W— hara area. Il mrsu wWfn an dendad apwdelnwe Mmr area. malbW fM<menl Oor MarrayIMIIM iwnmnnuxmwtmvaregppnvmem animwa a(s lra�imwadYnb>.'Ifewaara E D, wnMD dresses& P.M. Br 3 block ranges —werfa aad' mar eR'B CERp FINAL PLAT MI— caPBn a as ma.ro wreeb In ma wMlvbbn.e n wY. R.�al..dpmteaewml t4lmsaw.yw.dp Mawwaym.Im.pal.nralMmpnaw.,.wYl.pmrmam. LOTS 1 2 AND 3, BLOCK 1 TM aim xdaepwm amen d4G pints eN rants as a DmpeM�a mmm,ired ny an m Its poum w,vey, mom umw „y direct u,pwvagn m Fem,e,y 13. m10 em and r mrere ere r: IetlMwI,,MEMrefponidelnwcmm�wucMn,rewnabucliw.melnl.rerce,Mppeatlondme sown n. STATE OFTEWS VERDAD GREENWAY ADDITION wMivkiwi s pmea pwn,wn errs em 1wIMb am Snell ree m I--y am odd Iwaer Its CM d Fan ° e deim''d m n ° ° r. n° a.° «a e a°w C°u" °`'.BRUT CHARLES TYDINGS SURVEY, oI MY p a.a o.nere arod.uen, ae rI Iwm Mmin. of MR Ina umaagree, a retry pudk N eM b tla Cady aM Sled, m aM a,rXaNY appeded &mn Jaean K.,aw"�aeP�l" glnazanmraaMieNa,l.redeba.. `���°� bme„mm.mM p«rnwlm..II.II.ew��u»ra�� .m.mm»mearmn»maM...I,Iedu,aaama ABSTRACT NO. 1276 dm,R«pm ,m. m.reMma a,an lrem.M qr ma pavers wet Lawgwaba, swan uN m.mpamfwm,n,dad'me.narellimmdmM'amaatarl«a.wwaapr.nfr,am,M.ra,w<M,ea..Inm. Ip1• CITY OF FORT WORTH, n<onbblR<remfol paam ewnapwa raemem eaaM<mwmbdfl. XuirieaaEo 3W1nG5lLY '�dwa coo ni,rzalay - - am 'J�mvd (p6rl.L6rt, _IDID DENTON COUNTY, TEXAS Rea= PMrapI G— GNENUNDER MYHAND AND SEALOFOFFICE.mb _T epOR UIN ATED M DuWead d'alMw STUDY eSWM--I,IS9m�yMreNuiod. wnb,mawe vets me ewepbe--y EENWA MrmreNai�pwmaMamdirewMlmlmpwmXb ap d,Bmd,alMv��G�mY ,`DO,;EY Kimley>>>Hornah�mMr 3,aBRmN snits, pl P� r-1 SURVEYOR Nda,Y lOrtle aTaw } M( ®mbFv: N zW0]B3 VRE xxx Swmlae R. CMS MMeNayimwV .-spay. EPLs )\� 01I312022 Ta. No(91] By<sP LLC mwum SXeM Sum tW w,My-Han eMAvsodeW,I,c I'!/Co'^'^beb"e'�I'r'Y'{y-�[z- 111 Fwl Wm�b. Terav ]610z1at300 1335-0611 Saumlbte, T%]6W2 DNas. T%]SA1 Wl ChB SbeXUnX 11-1300 Fwl Wam. Tema.10x I J&1 I tl IMIYNIS I Get30a6o0 REF. CASE. NO. FP-19-139 1 , sa OF 1 SHEET INDEX C`mm I GENERAL TXDOT STANDARD DETAILS 1 -COVER SHEET 44 - TXDOT STANDARD TCP 1-4 3� 2 - ADJACENT PLAT 45 - TXDOT STANDARD TCP 1-5" ° 3 - SHEET INDEX 46 - TXDOT STANDARD WZ BTS-1 N s 4 - GENERAL NOTES (SHEET 1 OF 2) 47 - TXDOT STANDARD WZ BTS-2 $� 5 - GENERAL NOTES (SHEET 2 OF 2) 48 - TXDOT STANDARD WZ BRK 6 - QUANTITY SUMMARY 49 - TXDOT STANDARD WZ RS Y TRAFFIC SIGNAL LAYOUT 50- TXDOT STANDARD SMA-1 (DAL) 51 - TXDOT STANDARD SMA-2 (DAL) 7 - EXISTING CONDITIONS AND REMOVAL SHEET 52 - TXDOT STANDARD TS-FD 8 - TRAFFIC SIGNAL LAYOUT 53 - TXDOT STANDARD LMA-1 (DAL) 9 - SIGNAL EQUIPMENT - NW CORNER 54 - TXDOT STANDARD LMA-2 (DAL) 10 - SIGNAL EQUIPMENT - SW CORNER 55 - TXDOT STANDARD LMA-3 (DAL) 11 - SIGNAL EQUIPMENT - SE CORNER 56 - TXDOT STANDARD LMA-4 (DAL) 12 - CHANNEL ASSIGNMENT 57 - TXDOT STANDARD LMA-5 (DAL) 13 - TRAFFIC SIGNAL CHARTS 58 - TXDOT STANDARD MA-C N 59 - TXDOT STANDARD MA-D (DAL) PAVING AND STRIPING LAYOUT 60- TXDOT STANDARD MA-DPD d 14 - PAVING LAYOUT 61 - TXDOT STANDARD PED SIGNAL HEAD DETAILS (DAL) d N 15 -SIGNING AND STRIPING MARKINGS 62 - TXDOT STANDARD CRCP(1)-20 SHEET 1 OF 2 > O 16 - SIGNING AND STRIPING MARKINGS 63 - TXDOT STANDARD SHEET 2 OF 2 Q w PED-18 64 - TXDOT STANDARD PED-18 SHEET 1 OF 4 ILLUMINATION LAYOUT 65 - TXDOT STANDARD PED-18 SHEET 2 OF 4 —_ O �6 66 - TXDOT STANDARD PED-18 SHEET 3 OF 4 17 - LIGHTING PLAN (SHEET 1 OF 2) 67 - TXDOT STANDARD PED-18 SHEET 4 OF 4 18 - LIGHTING PLAN (SHEET 2 OF 2) 68 - TXDOT STANDARD EC1-16 N 19 - LIGHTING CHARTS 69 - TXDOT STANDARD EC9-16 SHEET 1 OF 3 v r 70 - TXDOT STANDARD EC9-16 SHEET 2 OF 3 w X CE ~ CFW STANDARD DETAILS 71 -TXDOT STANDARD EC9-16 SHEET 3 OF 3 20 - CFW STANDARD D534 21 - CFW STANDARD D601 22 - CFW STANDARD D602 23 - CFW STANDARD D603 24 - CFW STANDARD D604 c7 25 - CFW STANDARD D605A w 26 - CFW STANDARD D606 p A 27 - CFW STANDARD D608 v H 28 - CFW STANDARD D621 w 29 - CFW STANDARD D624 p 30 - CFW STANDARD D633 3 31 - CFW STANDARD D642-1 32 - CFW STANDARD D642-2 E = 33 - CFW STANDARD D642-3 34 - CFW STANDARD D642-6 35 - CFW STANDARD D642-5 36 - CFW STANDARD D643 37 - CFW STANDARD D644 38 - CFW STANDARD D645 < 01 39 - CFW STANDARD D660 6 40 - CFW STANDARD D661 Y �JrT au +ER 41 - CFW STANDARD D673 42 - CFW STANDARD D674 m " = 43 - CFW STANDARD D684 3 E'o O s, TXDOT GENERAL NOTES: _ =" 1. ALL CONSTRUCTION WITHIN THE STATE RIGHT-OF-WAY WELL REQUIRE kufi~ COMPLICANCE TO 2014 TXDOT STANDARD SPECIFICATIONS, STANDARD 9 H PLAN, TXDOT ON-LINE MANUAL, AND THE TEXAS MAUNAL ON UNIFORM hm TRAFFIC CONTROL DEVICES. 2. BY SEALING AND SIGNING THESE PERMIT PLANS AS A PROFESSINAL CIVIL E o ` E; ENGINEER LCESNSE TO PARCTICE IN THE STATE OF TEXAS, I CERTIFY THAT THE PROPOSED PRIVATE DRIVEWAY CONNECTIONS TO THE STATEa� ROADWAY MEET OR EXCEED THE MINIMUM STOPPINGG SIGHT DISTANCE REQUIRED FOR A DESIGN SPEED OF 55 MILES PER HOUR, BASED ON THE r MOST RECENT ON-LINE TXDOT ROADWAY DESIGN MANUAL c rn E N REQUIREMENTS. N N o �U 3. POSTED SPEED LIMIT IS 55 MILES PER HOUR. Q- ` : o 4. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION AS OF NOVEMBER 1ST, 2014 AND SPECIFICATION ITMES am R to v LISED AND DATED AS FOLLOWS SHALL GOVERN ON THIS PROJECT FOR V 7 ALL WORK WITHIN THE SATE RIGHT-OF-WAY. m H H 5. TRAFFIC CONTROL MUST BE MAINTAINED THROUGHOUT THE DURATION OF WORK WITHIN TXDOT RIGHT-OF-WAY. N 6. ALL DISTURBED RIGHT-OF-WAY MUST BE RE -VEGETATED WITH SOD AND o MAINTAINED UNTIL VEGETATION IS RE-ESTABLISHED. w 7. ALL LANE CLOSURES MUST BE COORDINATED WITH BOTH TXDOT AND o x MUNICIPALITY INSPECTORS. H 8. NO CONSTRUCTION SHALL BE PERMITTED WITHIN TEXAS DEPARTMENT o a 3 OF TRANSPORTATION RIGHT-OF-WAY PRIOR TO TXDOT APPROVAL AND ISSUANCE OF PERMIT. E 9. ANY UTILITY RELOCATION UNDER TXDOT RIGHT-OF-WAY REQURIES SEPARATE "UIR" PERMIT. 10. ALL LANE CLOSURES SHALL TAKE PLACE BETWEEN 09:00am-3:30pm < Monday thru Friday. NO LANE CLOSURES ARE ALLOWED DURING PEAK N a Y s! HOURS, o �HEET NUlA 3ER m9E 4 20 23 -23 17 17 08, Lennon, A-- H P1,,d, By 2023 o6-29 08 21 01 (CFW) L- Saved. k.\--tpt.\061304609—h 114 at —Iff Filename —t- d.9 o-'§�sg al Pit jw �m-g qM P8 3 'PMR,4�8 HE P. 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H P A-M, -9 9 T 4 A�FoHfiq'. -�'H R H, I � �7- ON N H 0�, H —H H N9 R 3, DATE Aog-t 23 DESIGN ALC "21,2023 of r DRAWN' M WOLFF CROSSING Traffic Signal Improvements CHECKED AA GENERAL NOTES (SITEET 2 OF 2) 2 4 (-��H K TX-1 14 at Wolff Crossing KHA N0..0612765053 U 6 g P-5 B 1, R Kimley*Horn —.1— 1 BI Date SH-114 AND SH-114 AND =m m BID ITEM UNIT WOLFF BID ITEM UNIT WOLFF CROSSING CROSSING O 10170.0100 Mobilization LS 1 13441.1311 5/C 14 AWG Multi -Conductor Cable LF 1055 = 'w � 0241.0100 Remove Sidewalk SF 13 1 13441.1312 7/C 14 AWG Multi -Conductor Cable LF 830 10241.1000 Remove Conc Pvmt SY 173 13441.1315 20/C 14 AWG Multi -Conductor Cable LF 760 12605.3014 2" CONDT RM (Riser) LF 35 13441.1322 3/C 14 AWG Multi -Conductor Cable LF 1255 12605.3015 2" CONDT PVC SCH 80 (T) LF 330 13441.1408 NO 6 Insulated Elec Condr LF 290 am 12605.3016 2" CONDT PVC SCH 80 (B) LF 595 13441.1410 NO 10 Insulated Elec Condr LF 1970 12605.3025 3" CONDT PVC SCH 80 (T) LF 95 13441.1403 NO 6 Triplex OH insulated Elec Condr LF 6390 12605.3033 4" CONDT PVC SCH 80 (T) LF 100 13441.1413 NO 6 Bare Elec Condr SLD LF 145 12605.3034 4" CONDT PVC SCH 80 (B) LF 505 1 13441.1414 NO 8 Bare Elec Condr LF 1590 n0;-C 13211.0123 8" Flexible Base, Type A, GI SY 260 13441.1503 Furnish/Install Ground Box Type D, w/Apron EA 6 13212.05014" Asphalt Base Type B SY 260 13441.1506 Furnish/Install Ground Box Type D EA 1m13213.0104 9" Conc Pvmt SY 224 13441.1603 Furnish/Install 10'- 20' Ped Pole Assmbly EA 4 13213.0301 4" Conc Sidewalk SF 122 13441.1709 Ped Pole (10-14') Spread Footing Foundation EA 4 13213.0506 Barrier Free Ramp, Type P-1 EA 6 1 13441.1715 Signal Cabinet Foundation - 352i & BBU EA 1 13216.0101 6" Conc Curb and Gutter LF 246 1 13441.1725 Furnish/Install ATC Signal Controller EA 1 w 13217.0101 6" SLD Pvmt Marking HAS (W) LF 872 1 13441.1741 Furnish/Install 352i Controller Cabinet Assembly EA 1 d c 13217.0102 6" SLD Pvmt Marking HAS (Y) LF 923 13441.1771 Furnish/Install 120-240 Volt Single Phase Metered Pedestal EA 1 E N 13217.0103 6" BRK Pvmt Marking HAS (W) LF 264 13441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 Cobra Head) EA 10 0 0 13217.0106 6" SLD Pvmt Marking Tape (Y) LF 923 13441.3321 Furnish/Install 40' Wood Light Pole EA 5 a w 13217.0201 8" SLD Pvmt Marking HAS (W) LF 703 13441.3323 Furnish/Install 8' Wood Light Pole Arm EA 10 E o 13217.0202 8" SLD Pvmt Marking HAS (Y) LF 120 13441.4001 Furnish/ Alum Sign Mast Arm Mount EA 13 13217.0501 24" SLD Pvmt Marking HAE (W) LF 478 1 13441.4002 Furnish/ Alum Sign Mast Ground Mount TxDOT Std. EA 2 �- as 13217.0502 Preformed Thermoplastic Contrast Marking - 24" Crosswalk LF 467 13441.4004 Furnish/ Alum Sign Ex. Pole Mount EA 1 V0)j 13217.1002 Lane Legend Arrow EA 10 13441.4108 Remove Sign Panel and Post EA 4 r 13217.1004 Lane Legend Only EA 7 13471.0001 Traffic Control MO 5 w X 13217.4301 Remove 4" Pvmt Marking LF 2052 10100 6016 PREPARING ROW (TREE) (36" TO 48" DIA) EA 1 ~ 13217.4306 Remove 24" Pvmt Marking LF 200 10416 6032 DRILL SHAFT (TRF SIG POLE) (36 IN) LF 13 13217.4402 Remove Lane Legend Arrow EA 5 10416 6034 DRILL SHAFT (TRF SIG POLE) (48 IN) LF 66 13217.4403 Remove Lane Legend DBL Arrow EA 1 10450 6052 RAIL (HANDRAIL)(TY F) LF 75 13217.4404 Remove Lane Legend Only EA 3 10686 6047 INS TRF SIG PL AM(S)1 ARM(44')LUM EA 1 13217.4404 Remove Raised Marker EA 95 10686 6055 INS TRF SIG PL AM(S)1 ARM(50')LUM EA 1 z 13291.0100 Topsoil CY 167 10686 6063 INS TRF SIG PL AM(S)1 ARM(60')LUM EA 1 13292.0100 Block Sod Placement SY 167 10686 6067 INS TRF SIG PL AM(S)1 ARM(65')LUM EA 1 p 13305.0103 Exploratory Excavation of Existing Utilities EA 5 11004 6001 TREE PROTECTION EA 1 U j 13441.1001 Furnish/Install 3-Sect Signal Head Assembly EA 13 16037 6023 REFL PAV MRKR TY II C-R EA 62 w H 13441.1002 Furnish/Install 4-Sect Signal Head Assembly EA 1 a 13441.1012 Furnish/Install Ped Signal Head Assembly EA 6 o 13441.1031 Audible Pedestrian Pushbutton Station EA 6 13441.1209 Furnish/ Install BBU System EXT Mounted EA 1 13441.1215 Furnish/Install Hybrid Detection Device EA 4 13441.1220 Furnish/Install Model 711 Preemption Detector EA 4 �3441.1224 Furnish/Install Preemption Cable LF 915 13441.1250 Furnish/Install PTZ Camera EA 1 13441.1255 Furnish/Install Communication Modem EA 1 < z V ol = 13441.1260 Furnish/ Install CAT5 Ethernet Cable LF 1070 NOTE: PAYMENT OF BLACK POWDER COATING OF TRAFFIC SIGNAL SHEET N1..M POLES, MAST ARMS, AND RED POLES SHALL BE SUBSIDIARY TO THE FURNISH/INSTALL OF TRAFFIC SIGNAL PAY ITEMS 0I I 01 GATEWAY CHURCH ________________ ----___(INST NO2(It&148]81)______----__5Y______ YT . ' o.zoza�t rnE• _"— " CONCRETE SIDEWALK EMOVAL (21 � E ��E d TXDOT ROW `✓ — LEGEND CONCRETE PAVEMENT REMOVAL oCONCRETE SIDEWALK REMOVAL I D, W e e ROWTREETOBEPRESENVED ® > — (RE GENERAL NOTES -PARR NOTES FOR ❑ COYTREES, CITYCODE3313,]) Of —BANK OF THE WEST ___________________________ O (INST NO.200MWO) K D ROW�� -------------------- --- `REMOVE 24"SLD WHITE PAVEMENT 7 LL MARKING LF TOTAL) f IRKWHITE PAVEM T FULL DEPTH SAWCUT `MARKING Ho LF EA. 40 TOTAL) EN REMOVE PAVEMENT (665Y) CONCRETE REMOVE 4" SLD WHITE PAVEMENT — MARKING HOC LFTOTAL( MARKING (100FTOTAL)AVEMENT REMOVE 4'SLD WHITE PAVEMENT NG (100 LF TOTAL 4- SUD YELLOW REMOVE LEFTTURNARROW R MARKING(10LFEA,40TOTAQ) REMOVE MARKING(36 FVTOTAL) MARKING (2 EA) REMOVE MISED PAVEMENT r/�:pN ���2; D REMOVE MARKING FSUD YELLOW VTOIL� MARKER RAVE REMOVE 4"SLD WHITE PAVEMENT MARKING (100 LF TOTAL) REMOVE 24"SLD WHITE PAVEMENT ��REMOVE 4" SLID YELLOW PAVEMENT — _----- } KIND (4]LF TOTAL) RKINGHOULFTOTAL) !- — _ — _ /,ICI^ REMOVE WORD "ONLY' (1 EA) Y REMOVE MENT MARKNG(172 FVTOTAL)� / 9 OE REMOVE 24" SID WHITE PAVEMENT REMOVE WHITE PAVEMENT MARKING (4o F TOTAL) KING H00 F TOTAL) REMOVE 4"BRH WHITE PAVEMENT REMOVE CONCRETE rw REMOVE 4"BRK WHITEPAVEMENT REMOVE MARKING (10 LF EA 60 TOTAL) �RPEVEME IME(FTSNRN ARROW REMOVEreMn MARKING (10 LF EA, 40 TOTAL) MARKER (12ECT —_ `PAVEMENT 1 \ (1 EA)VE FULL DE 24 MARKING (aO LF TOTAL) \\` ONGRETE REMOVE MARKING I PAVEMENT T REMOVE 4" 74 LF TOTAL) PAVEMENT EAVEME MARKING (232 LF TOTAL)` FULL DEPTH SAWCUT\ MARKING (t]4 LF TOTAL) RPAVEMENT (12 SY) ` REMOVE CONCRETE PAVEMENT(]] SY) REMOVE 4" BRK WHITE PAVEMENT MARKING (10 LF EA; 30 TOTAL) NORTH GRAPHIC SCALE IN FEET O to 20 4i = #m � O Pi m' IF HX17. SCALE SHALL BE 1"=40 .g 2 �w �m LLZ MARKING RK NG SII UP TOTAL) PAVEMENT `RE 0PAVEMENT WHITE MARKING H56LF TOTAL) R1—STTRRAIGHT --� BENCH MARK LIST ROW (1/ CONCRETE SIDEWALK REMOVAL H 1 SY) MI on mey z, mzz wpm en eppl a�omdnm:aemcororr 000isxa. T DOT ROW I mo- TXDOi ROW an REMOVE LEFT TURN ARROW us LE ARR + / REMOVE vs xs m Pexr (Ix rRs �TsanT fl _ _ EA coarexATrvs eassRSN] LOT 3. BLOCKI (INST NO mrseares " "Z VERDAOS No2AYADDITION " �J os9s wsFAseMFr] (-- NO 2 --- --------------------- " LOT2 BLOCKI _ _ " _ _ _ _ _ _ _ — — — zo'ooKKsnuEa ACLESSas£MFAt— __ - VERDADGREENWAY REMOVE4"SLD YELLOW ______.________ _________•_-®_____________________________®____________ OxsT No mmaTt ADDITION T-o o PAVEMENT MARKING O (INST N0. 2020-8]) Ms]xo zaNa saasal (200 LF TOTAL) WPOR m O jms]xo zaro-saaasl x W I n TxoEm eazezJ p �'oMTHov ons �wr (NTx�mra.as,�t "T REMOVE MARIYcwcH F Mini) �' 1 3 1 4"OSUD w PAVEMENT ^� MARKING (1DBFToTAL 7 NOTES: 1. PEDESTRIAN PUSHBUTTONS SHALL BE PPS TYPE AND SHALL INCLUDE A 9"X15" R10-3E SIGN APS SHALL BE INSTALLED ADJACENT TO A 5'X5' LEVEL LANDING AREA (2% MAX SLOPE IN ANY DIRECTION) 2 SEVERAL UTILITIES EXIST IN THE AREA CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING TO DIG ANY TRAFFIC SIGNAL POLE FOUNDATIONS 3. ONCE ALL EXISTING UTILITIES HAVE BEEN MARKED, CONTRACTOR SHALL MARK PROPOSED POLE LOCATIONS FOR CITY APPROVAL. 4 CONTRACTOR SHALL NOT PLACE THE CABINET, GROUND BOXES, OR POLES DIRECTLY ABOVE ANY UTILITY LINE IF A CONFLICT IS FOUND, CONTACT THE CITY AND ENGINEER IMMEDIATELY TO RESOLVE THE CONFLICT 5 CONTRACTOR TO REPAIR ALL AREAS OF EXISTING IRRIGATION TO FULL COVERAGE IF DAMAGED DURING CONSTRUCTION. CONTRACTOR TO ADD/REPLACE HEAD/NOZZLES AS NEEDED. COORDINATED WITH CITY/OWNER ON EQUIPMENT TYPE AND MANUFACTURER ALL NEW HEADS/NOZZLES TO PROVIDE 100% HEAD -TO -HEAD COVERAGE FOR ALL AREAS AND MATCH EXISTING PRECIPITATION RATES NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR REPAIRS OF ANY DAMAGES OR ALTERATION NEEDED 6 TRAFFIC SIGNAL POLE AND MAST ARM SHALL BE POWDER COATED BLACK (RAL 9017) AND IS SUBSIDIARY TO THE TRAFFIC SIGNAL INSTALLATION BID ITEM. Z. TRAFFIC SIGNAL MAST ARMS SHALL HAVE A MAST ARM DAMPENER PLATE. COST IS SUBSIDIARY TO TRAFFIC GATEWAYGHURCH SIGNAL POLE BID ITEM ------------------ -------------- ---- (INST. No. 20-148781)-------- PROP SE ONNECTIONE nzozo-�mooalE�- - — T; 1XDOT ROW - = ❑ - CAUTION... THA 1-11IN1111101-1-AIR' To r-- KAPTo, Is R's"NsI- I `-R=1N.TH. I rc I Z nrvsTTIL No mos,Mswl o Qe e p I o I_ rc------I--enraNor HE wesi--------- /0 TXDOT ROW (INSTH. 2009fifi ) RRGTEDTRaD E�� MG �Ex rR -===--9 --- - ---- --- - TVPEV3 TYPE V31L 4,5,8,9,11,12,18,19 2,3,7,10,20 \' ------ _______---------------- f - - - I I 1 I 1 R SH 114 fil 55 MPH I� TYPE "P" TYPE V4FYAIR rI}� - 1,6,14,15,16,17 13 I waDa TD BE IAI-EADUkGAND ER RPROTECTED — - - - P-4 I1 - - -s: - - 16 LEAD UG AND PROTECTED -ONLY 1i ql 05 — — — .02 � F — — — — — OL-A . — —' 1 i�s I I �- 06 I�I T - - r 01 - - 1 j GRAPHIC SCALE IN FEET 0 10 20 40 NORTH L �W IF vuN sND-T IS „ scAlc Is t O .tT. -za 2 sl cu01 LEGEND 8� $n GROUND MOUNTED CONTROLLER CABINET �a O GROUND BOX TYPE D, W/ APRON d^ ® SERVICE CONNECTION 6 ► PTZ= PTZ CAMERA © PEDESTAL SERVICE LUMINARIE T TRAFFIC SIGN { ©► 0 TICOM DETECTOR �) HYBRID DETECTOR (VANTAGE NEXT W/ VANTAGE VECTOR) ty,. ato .`emu• (� STEEL POLE & MAST ARM 1 4-1SIGNAL HEAD & N0. T-1/P-1 MAST ARM/PEDESTRIAN POLE N 6 �J RED SIGNAL & NO = ♦ RED PUSH BUTTON - - — RIGHT OF WAY LINE C "y — - - - - - - - CONDUIT RUN ; Q a PEDESTRIAN POLE Q CURB RAMP Q V 14- __----�T-2 11 4 -18 - 19 20--- B0 ----- - - -- -4 8 I I I I I 70 R 11M _ 114 c.�_ 9 55MPH , I 12 .{ � I I READ IG RE: SHEEf25 I n d y ® �£fAST�me%ntz�l-3 Y �- o VI -______________________ _______- LOKI___L�----e ______-__ __+p 1---J VERDAD OREENWAV LL •--- ----i --- o olrn ADDITION y (INST NO 2020-87) IINsi NO zwo-wswl •,''zZ mE pxsTNo zo,o-wwNl wnrens IIWI�' I m L a Nr Irvsr rvo s ,e�.3z,az, w RD II - r -TXDOT ROW e.¢ ua au wa wa �� anon._______________________ T I r T-3I t D �3 H= I) t 1------_ - w¢,DOT ROW Ks oes E I NORTH = Cy O i n Z _d 0 GRAPHIC SCALE IN FEET 35 ) 14 4uuj) OIL y IFPL`�'_,. ^_ TXDOT ROW LEGEND 8� oo.E o aE oxEE aw.E wa oxE "- o.E ° E aoxE aE o GROUND MOUNTED CONTROLLER CABINET »,e GROUND BOX TYPE D, W/ APRON � dm I SERVICE CONNECTION PTZ►� PTZ CAMERA © IIktI K © PEDESTAL SERVICE 26.2° a0 SC �f LUMINARIE >—K+<.n� T TRAFFIC SIGN \• d33Ns • ©► OPTCOM DETECTOR PROTECT IN PLACE EX TREE m)) HYBRID DETECTOR W, VANTAGEVECTOR) — — — — — — — — — — V STEEL POLE & MAST ARM ---------------------------- 1 N SIGNAL HEAD & NO T-1 /P-1 MAST ARM/PEDESTRIAN POLE N 6 �J PED SIGNAL & N0. _ 0) —� PED PUSH BUTTON 44)C) i • 4 — — — — RIGHT OF WAY LINE C .y Co- ------- CONDUIT RUN 4) Q _ _ _ _ _ 0 PEDESTRIAN POLE £ V � CURB RAMP Q W 6 R� ao I w I � 51 Ma 18 I y SH 114 O I U 55 MPH I � 7 �^ I co 41 a W CONCRETE PAVEMENT I I w a 1 I a � 3 z E� « — v � I c3a— 11 — 22 ' Ho P-4 - ow/ o u 11.71 o SH �C�T JUti.3ER vE 9 NORTH = CW --- — -I -------------' — L_ $ 181 9 _ _ 0 GRAPHIC SCALE IN FEET •T _ 20 35 ) 14 q@ 6 "AN 1a ^ 5 m o 6 _ / LEGEND 8 m Y m17 44' GROUND MOUNTED CONTROLLER CABINET O GROUND BOX TYPE D, W/ APRON Y E—� / ® SERVICE CONNECTION z PT, PTZ CAMERA II © PEDESTAL SERVICE u LUMINARIE yj3 I T TRAFFIC SIGN m g$ W ©► OPTCOM DETECTOR b y HYBRID DETECTOR' (VANTAGE NEXT W/ VANTAGE VECTOR) a e 4 STEEL PEE & MAST ARM 1 H Y I 1 N SIGNAL HEAD & NO T-1 /P-1 MAST ARM/PEDESTRIAN POLE N i 6 ~ PED SIGNAL & N0. I PUSH BUTTON 4) 4) 15 RIGHT OF WAY LINE •V) — I —_____— CONDUIT RUN 4) I a PEDESTRIAN POLE Q $H 114 CURB RAMP Q V 55 MPH w I I R CONCRETE PAVEMENT I I _ I � � I � 12 I I o 18.4' CONCRETE <h-----_PAVVaMENT_--_-- --- m ---------- 14 P-2 15 ,3 'oN 4 TXDOT ROW , s I CP9 �ov�� o SH CT JUA.FdER E 10 � II T-2 .� 89 ' ----- - ---- - ---- ,I 7 8 9I 8 II I I II I I I I 10 I II (( I i I � 11 I I I I g �� SHMPH 1iH I v I 55 Q CONCRETE 11 i PAVEMENT I ICONCRETEPAVEMENT I I I I 1 13.1' T3II1 D M o6 ED ICONCRETE P- 13 { --------------------- IF ----- R&VJEMF-NI -------- -- / --------------------- - - - t -- -- -- - __-_- 1- -- - -_-_ ___-__ u.55 w U 3� °m U --l)- 32.4' III --�_-L- I I TXDOT ROW NORTH = Cy n O GRAPHIC SCALE IN FEET 0 35 ) 14 Z w _d cu LEGEND 8�'Y 8n GROUND MOUNTED CONTROLLER CABINET e O GROUND BOX TYPE D, W/ APRON dm ® SERVICE CONNECTION 6 PTZ►� PTZ CAMERA © PEDESTAL SERVICE LUMINARIE m yj3 N' T TRAFFIC SIGN 8$ ©► OPTCOM DETECTOR HYBRID DETECTOR' b y NEXT W/ VANTAGE VECTOR) (VANTAGE STEEL POLE & MAST ARM 1 N SIGNAL HEAD & NO T-1 /P-1 MAST ARM/PEDESTRIAN POLE 6 - PED SIGNAL & N0. PED PUSH BUTTON — - - — RIGHT OF WAY LINE ------- CONDUIT RUN 0 PEDESTRIAN POLE lln CURB RAMP w _a N a E w o° 2U CL � C -6 R C V � w X W 0 V. U o SXT DUMBER 11 Lo `eg 1w, �_ • 0 15 30 E gm LOAD SWITCH OUTPUT ASSIGNMENT F ;e CH1 CH3 CH5 CH7 CH9 CH11 CH13 CH15 )LL1 �- sue'"FEET �t O ER1 O DW DW a24roww) II �^ 0;-C WWSH 114 CH6(RYG) O C — - 55 MPH — � Oi6(P,Y,G) CH2 CH4 CH6 CH8 CH10 CH12 CH14 CH16 ai(w>YAGA) r w CR YO YO C EG 03 IEGI O1 ai4(DI^4W) '� 1(RAYh�) 4 4 r yin \/ 2 4 > O O O C O U W O >_ Oi21(DW," / :v i-L-IT11 1 p 4 4 4 c 4 � c� 1 n Qi5(RA,YAGA) w X DET-CTOR INPUT CHANNEL ASSIGNhkNT R F- ;QQ(RYG) (R,Y,G) SH 114 H 1 2 3 4 5 6 7 8 9 70 11 PIE 55MPH PfZE F11E � � a PED PED EI'F RM 42EB 58 DET DET DEf DEf 11 352i 13� 23 PED W B'F ��Y,G) ATC D�DET au V� I I I I I I III aB(DW," DET 14 22 24 Oil3DW,1N) z w a oN a w ALL VEI-IICULARDETECITON SHALL BE ON SDLC 3 &77 u onvr, ar wa Vz+/� ORTWO LEGEND: ,a>"`rs CITY OF FORT WORTH Q <,�',,;_,,,_„_,............:.... DEPTARTMENT OF TRANSPORTATION AND PUBLIC WORKS amcam wvn i/ac/z3 SIGNAL HEAD + PUSH BUTTON 1p11A1pAp"s""""""'-1N H T'."' i 6"z'sz"";"c; TRANSPORTATION MANAGEMENT DMSION y�ya i/m/n 5001 JAMES AVENUE ya,,,r '/-/z3 w d PED HEAD O PED POLE , as cE�cN�;+`�-" FORT woRTH, TEXAS 76115 SH 114 & WOLFF CROSSING / ROARING RIVER RD o o r PHONE No. 817 392 8656 2323 oe ET � % Channel Assignment Drawing $IFFY No 1 Oft o SHEET NUMBER 12 I CONDUIT RUN SIZE BORE (B) NO LENGTH TRENCH(T) (LF) RIGID METAL (RM) PROP. EXIST. z 150 T 1 2" 35 RM I 2 2 25 T 4 5 T 3 4 5 T 2 5 T 4 45 T 4 4 45 T 2 45 T 1 5 3 25 T 4 70 B 6 2 150 B 4 90 B 7 2 95 B 1 8 3 20 T 4 75 B 9 2 75 B 1 10 3 15 T I 11 2 40 T 4 95 B 12 2 105 B I 13 2 25 T I 14 2 20 T 15 4 105 B 2 100 B i6 3 35 T SUMM CRY OF MNDUIT AND ' ABLES I 0 e e a m= C] m SY $ o m'om eg S W ei m m'om xY xg 2y1 x1 OJ W pj Fm m V J m M m sm 'x3 1i!m #m #3 0� H ocai 2 2 2 I I 1 1 1 1 I 2 1 2 1 h 2 2 I 1 1 1 I 2 2 1 2 1 2 1 1 I 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 I 1 _ 2 1 17 22 2LI T 1 1 1 I 18 70 B 1 4 5 1 1 �� 2 70 1 B 1 1 �7 CABLE TOTALS (LF) 760 995 1,225 1,475 590 590 30 30 30 695 75 695 I I CONDUIT TOTALS (LIFlotas: I 2" TRENCH 330 T = Trench, B = Bore, RM = Rigid Metal, E = Existing 2" BORE 595 'All conduit shall be Schedule 80. 0 1 95 " 2" Rigid Metal (Riser) will be installed by ONCOR. 4" TRENCH 1 100 4" BORE 1 505 APB MESSAGE CHART POLE PEDESTRIAN FUNCTIONS SPEECH MESSAGEISOUND DETAILS LOCATION MOVEMENT BUTTON PUSH ON DW WAIT. T-4/P-3 PHASE 4 IEXTENDED BUTTON PUSH WAIT TO CROSS SH 114 AT ROARING RIVER RD / WOLFF CROSSING ILOCATORTONE SLOW TICK. WALK INDICATION SH 114 WALK SIGN IS ON TO CROSS SH 114. BUTTON PUSH ON DW WAIT. EXTENDED BUTTON PUSH WAIT TO CROSS WOLFF CROSSING AT SH 114. P-2/P-1 PHASE 2 1LOCATORTONE SLOW TICK. I WALK INDICATION WOLFF CROSSING WALK SIGN ON TO CROSS WOLFF CROSSING. SIGNS SIZE MOUNT MARK FURNISH & INSTALL METRO (SH 114) 84" X 20" MAST ARM S 2 i` m METRO (WOLFF CROSSING) 108" X 20" MAST ARM 1 METRO (ROARING RIVER RD) 108" X 20" MAST ARM S 1 = =� R10-3BL 9" X 12" POLE 4 3a o R10-3BR 9" X 12" POLE S 2 R10-12A 30" X 36" MAST ARM S 2 CC 8� R3-8LL 36" X 30" MAST ARM S 1 R10-51- 24" X 30" MAST ARM S 1 Y a R3-8MR 36" X 30" MAST ARM S 1 2 R3-5R 30" X 36" MAST ARM 1 1 R3-4 24" X 24" MAST ARM 1 1 R9-3 18" X 18" POLE 1 1 R3-8B 48" X 30" MAST ARM 1 1 R3-7R 30" X 30" POLE 1 1: `y TbT�L 20 N CABLENWIRE INSIDE PO -E (FEET) a� KC7 KL7 0: L7 o U o LU C J F K ZtL OILC d C E M POLE NUMBER vQ V< > O 1n n� LZ,1a n ixgiX; m as xaIL �G> V WO3 (� O(.1 W SZ w T-1 5 10 280 80 80 60 30 70 >_ T-2 210 40 40 65 75 — 0 T-3 P-1 5 10 180 80 80 50 65 r-_ i_T R P-2 5 10 N a P-3 5 10 0 T T-4 5 10 160 80 80 45 60 P-4 5 10 w X TOTAL 30 60 830 280 280 220 30 270 R F- 1-- ELECTRICAL SERVICE 2014 DATA SHEET SCl ERV CE SHE T ELECTRICAL SERVICE DESCRIVTION CO ND CON—RS SWRf41 M(R CONTACTOR —ENTER1 BRANCH R a_. C_p,,T L OLEAM I' NUMBERELC SRV TYD I2P'200080 (NSISSIE)SfKO) a- 34'8E WA AMRSPo1PIa0 WA R1W ND TS 1Pld040 RS a LUM 2 P/15 as POLENUMBER T-1 T-2 T-7 P-1 P-2 P-3 T4 P4 MAST ARM LENGTH 1. 60, 50, N/A N/A N/A 4W WA FOUNDATION 48-A 48-A 48-A SPREAD FOOTING SPREAD FOOTING SPREAD FOOTING 36-A SPREAD FOOTING WITH LUMINAIRES YES YES YES NO NO NO YES NO SIZE OF LENS IT 12' 12" 1 SIGNAL TYPE V& V& V3 V3 P V38 V3 V3 V& V3 V3 V4FYAIR P P P P _12' V3 V3 V38 P I SIGNAL FACE NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 <R -R R R DW -R R R <R R R R DW DW DW DW R R -'R DW Iyyyy <Y ' Y V W <SY'/FY Y Y <V Y V Y> W W W W V Y <SY/FY �I LED SIGNAL INDICATIONS <G -G G G eG G G -G G G FY> G G <G G> I < DENOTES SIGNAL INDICATIONS WITH ARROWS; FY = FLASHING YELLOW ARROW: BY = STEADY YELLOW ARROW ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, VENTED BACK PLATES WITH RETROFLECTIVE BORDER. PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE. ALL SIGNAL POLES, MAST ARMS AND PEDESTRIAN POLES SHALL BE POWDER COATED BLACK. ol o SHEET NUMBER 13 NOTES 1 THE CROSS SLOPES ON SIDEWALK AND CURB RAMP SHALL NOT EXCEED 22, ILIA 2 THE �� RUNNING SLOPE ON SIDEWALK SHALL NOT EXCEED 5% � 3 THE RUNNING SLOPE ON LEVEL LANDING SHALL NOT EXCEED 2% 4. THE RUNNING SLOPE ON THE CURB RAMP SHALL NOT EXCEED 8.3% 5 SEE DETAIL 32 92 13-SODDING AND 32 92 14 NON-NATIVE SEEDING FOR PARKWAY/MEDIAN 6 ALL EXISTING MEDIANS/ ROWS DISTURBED DURING CONSTRUCTION SHALL BE \ sAwcUT RETURNED TO THEIR ORIGINAL STATE OR BETTER UPON COMPLETION OF THE PROJECT. IN THE EVENT THAT GRASS HAS BEEN DISTURBED, GRASS SHALL BE ESTABLISHED AT 100% BY CONTRACTOR PRIOR TO SOD OR SEEDING, REMOVE ALL ROCKS GREATER THAN 1" (32 92 13-SODDING - REVISED 1 MAY 13, 2021 OR 32 92 14 NON-NATIVE SEEDING - REVISED MAY 13,--. NKr/� 2021) 7. ALL DIRT MOUNDS SHALL REMOVED FROM MEDIANS/ ROWS PRIOR TO SEEDING AFTER CONSTRUCTION IS COMPLETED. 8 PROPOSED SAWCUT OF EXISTING CONCRETE PAVEMENT IS TO BE SUBSIDIARY TO PERTINANT ITEMS 9" CONT REINF CONC PVMT \\�EX DITCH TO REMAIN 4' TY B HMAC LE IN 10 1 ___________________________ —1 eR—rFke—IYP1CAL—SE J111LI TARN I AKE (A J) ___ SCALE: 1" = 10' H sT.xo.zozo•,<aoo�l 1' = 5' V • • • • • • — -« ♦ . TXDOT ROW �E---. .--G -----n3-- m _ - -- ________ _--_--_____- G - LEGEND Nuem oEst PAVING POINTS NOanNla GGtta F1EY CONCRETE PAVEMENT 01 PC -TIE TO EX 7061508.14 2326741.08 718.25 CONCRETE SIDEWALK 02 PRC 70111506.51 2326781.62 718.11 04 PC 7051504.02 232G964.75 717.0 CURB AND GUTTER 03 PT 7061503.88 2326821.55 717.96� OS PT -TIE TO EX 7061473.92 232701477 717.48 ALL PAVING POINTS ARE TO FACE OF CURB. TOP OF PAVEMENT K >_ I \ II rc GRAPHIC SCALE IN FEET 0 10 20 40 NORTH � IF NX17. SCALE SHALL BE 1"= I I I 1 I I I e I 1 rvo zoos � 'uTiLrtr EASEwnE4T b w rvsr 1 I e1) � 1 _I ----_________ TXD OW iIT / GUTTER (91 LF) 1 1\ _ _ _ -` CINII L'PE P-1 MP N EA) - INSTALL d"CONCRETE - ________ -------IAS7SIDE - -N- - RE DDNc SIDE WALK SY) PRGPDU(. ANo �- SH 114 ____________________________________ 55 MPH _____________. (19 - _ _ ` + - - - - - \ - 1 1 GUTTER I06 INSTALLd'CONCRETE SIp�WALK(27 SY) ¢ _- I --- _ _ -__-_-- x _____________________ __ - —_ _ - - r — — ________________ m ____ /l l _ ___________________" { SH 114 _ __ __ INSR. P(IP-1 ____________ ---------- � J \� a RAMPHE4) I \ I --------- - PRO GUTTER ISS LF) INSTAUL P-1 _ PROP FULL DEPTH SAW— �� CURBRAPPE H EA) _F o� o - o a 0z 717 na o ; - =ST-LL _RNE' D€#AIECRCP(11-20 -- - INST/RCTY`EPi f- _ A - -- _ -- E _ _ - x- ---- - .�. 3m — _ -------__ne_-____E%ISTINGDITCH- CENTERLINETOREMAIN P o Qa ------------___ g_-__ CURB RAMPCRELE MEAi - - - _________________na___-______-_ INSTALL d"CONCRETE i___ __--_ 918EVMM(-� . Txoor Rawl 0o m — _________________TER _ _ E --- -- —_u T m = Do INIE — — — — — *■} ■}}1{ o SIDEWALK(21 SY) --------- ----- TIE TO EXISTING SIDEWALK TXDOT ROW 47, ILL �I — rilur� i --/ 3 — 14 f ,D6" 36" 72" I 36" 72" `m Lpom FORTWORTH Roaring River Rd �bZoo♦ NDRTH o.IS FORTWORTH Wolff Crossing —► _°[IS ° I � •—Wolff Crossing " aRa°wh)—f — — —16200 Roarin River Rd BRA 115 SCALE IN FEE So \T o I `m METRO (ROARING RIVER RD) INSTALL WORD METRO (WOLFF CROSSING) $ S3oNLY"(,Eql108" X 20" IRfIRR 108" X 20" aN I" NOTES INATALLS'SUDWHUTPAVEMENTMARKING1150LE 0 •I z 1 ALL CROSSWALK STRIPING SHALL HAVE BLACK CONTRAST MARKINGS INSTALL LEFT TURN GATewgvcHugcH ROW I1 u) OI v ,I. Lm sASENEvi (IN THE WEST L n ��}_---------- ryNSTaI(>26t31ceiei}--- ------ B (INST NO 200966093) ILs iP o,'?, 2swATER12 EASEMENT INSTALL 4"$LD WHITE PAVEMENT mks• lai d3�N/� —` (NTvo 2°21.1a 1I MARKwG(3 ) _____________________________J______---_______--________ \ o INSTALL 8' SLD YELLOW PAVEMEN MARKING (120 LF) -�--,_- --"` °a• ss �^= `u G6 lINSTALL RPM PVMT B INSTALL 24' SLD WHITE PAVEMENT o.s�"` MSTGTYIKGR(6FA) MARKING(8OLP—) INSTALL6" SLD WHITE INSTALL RPM PVMT (n INSTALL RPM PVMT— PAVEMENT MARKING LIN LF1 _ _ _ _ _ T 1 N (1, EA) MRKG TY II-ut 0 EA) _ MRKG TY II-GR ---- - STALLNOWGR A) „ _------- $ --- \� INSTALLS BLD WHfIE I STALL a"BRK WHITE ------ ARROW (2 EA) j� PAVEMENT MARKING 100 LF) Irr INITA RKG ryRP� WMi C�C PN. IF LF TOTPL)� ' PAV ENT MARKLDWING I / INSTALL a"BRK WHIT= �M -R (,1 EA) C •M S INS (66 LF TOTAL) -P0LF, 30 UP TOTAL) ; Q 1\ BB _ 0 LF STALL WOR) O V 55 MPH a�°v'iw;Ery: INSTALL gVEMENTeMARKN _ \ - - RKGINSTAL ry CPR PVMT \ M - (5 FA) tt INSTALL6' SLDYELLOW �13'F. 60 LF TOTAL) - 1LY'12 EAIO £� Q PAVEMEN MARKING (1m LF) 01 O 'ONLY'(, EA) INSTALL LEFT TURN P4 > NBT ARROW N FA) r r \ (6 INSTALL6"SLD _ E YELLOW NGAV(.SLT - L_ H¢- - - - (203 LF) INSTALL RPM10� - t -- - -t--- -21- WIN TELPAVEMENT -YELLOW PAVEMENT G_I E GTYII \ - - MARKING NSO LF) ---- a WHITERAVEMENT A MPRKING 11 W LF) L _ 1 MARKING I- UP) f T-4 m ( INSTALL L"S HRE 0 vLLq Id.0 T I (53 LF TOTAL)ARKING YNELLOLWPAVLEME G MRKGTYII- UP PS INSTALL NBRK WHITE T G05 TE PA VEMEN RPGR (6 EA) 5�F X 1 MARKING (1W LF) WHITKE G(EME 30 0 F— HP1, LFTOTAL 1 PAVEMENTMARKINGTE 1'SH 114 TOTAL) INSTALLB"S� =�(1W LF TOTAL) 5MPH _ ' WHIRKINAVEMENT 82 1 PAVEMENT ILLRKINGTE e rt rnrcuEn N G (too LEI 1 _N OL-A _` (110 LF TOTAL) t® GO T-3 { INSTALL A(VEME"BRKW —KING G / WHITE PAVEMEN / p_g fo.�a.re ___ __- __ WHITEINSTAPAVEMENT SUD J/ MARKING LF) __ _ 4 _ - MARKING LOOEF P 13 LF, 24 LF TOTAL) INSTALL RIGHT ___ —MA - INSTPLLWORD TURN ARROW 11 EA) " -- "ONLY'(RZM) NSTALL 6"BRKWHITE P_Z P_i INSTALLPAVEMENT MARKING WHITE 55 INSTALL RPM PVMT IN MARKING PAVEMENT MAR ING 7 MRKG TYI_ R I6 EA) N S LF: 30 LF TOTAL) (36 LF TOTAL) K z G _------_- _-__--GO NSTALLLL�--_-- .--T------- O .7i — - - — Te' _ 9M -_ ININSTAL RISTRA'IGHT _ _�-- __ ww�-Gee= v MroT vqr a.s� ti EN TURN OW TURNp, W INSTALL 6'SLD YELLOW. ARROW (, FA)- • - VL'RQADGRE£NWAIY`q�Ou"` ) cvs ensernervi ___rc_� ARRGw It EAT --------_- B JI _________ o Itm LF, za0 LF TOTAL) p • " wsiry cxr� ,Ux ucic,Ucy�Nl LOT 2, BLOCK 1 z°'ouicrcsiLveR cooa TrvE rASEMErvi " -- :------------------ ------------- 6 C ________________________________________ ___ rrct o m±_ _______ ______________-__o — ---------------------------- ADDITION 6p Ts iac 3 C7 (INST NO. 2020-07) z° °-sass°( sT rvo y ALL RPM PVMT E r (MRKG TY IL IB EAI NSTAL WORD / SONSiuois , - _ -T ��I v roNLv"(z EA) 30101328A8I START CROSSING START CROSSING GO PAVEMENT MARKINGS , ® Meteh fnI ® Yletoh f01 H4„ ttT Snssrnsrvi 100 LF, 200 LF T6hiolm TQN[m o a a a Aovsr No z°x° aiI a"�I ,I I ) 36" 46° _ OOXT START OOXT START — pnGFORTr1 Finish Ciminq jib(` Finish Crossing �sisrvo xo a ENT I 1 If Started 'N�` II Sfe1Nd TIME REMAINING . TIME REMAINING FORT WORTH INSTALL LEFTS RN To Finish Crmsinq To Finish Cromiij �r- S H 114 ARRDw(,�1 a w I a OOXT CROSS OOXT CROSS a �^ INSTALL NSTA LRPM PVMT I o r M I6 SAG ) , -- INSTALL RPM PVMT 1 T PUSH BUTTON PUSH BUTTON o C�T JUTAIER N xP METRO (SH 114) MBKG TY I-O(n E") 11 TO~ TO e s� 84" X 20" NRKTTY LL PM( NT \ V O ` 15 S4 9" x 15L SS 9" x 15" LEFT TURN LEFT ON YIELD GREEN ON FLASHING ARROW ©� ONLY ONLY ONLY ONLY I L S6 R10 S7 R3-8LL 88 3RIO L S9 R63-8L 30" 36" X 36" X 30" 1 0 1 . 1)1r ONLY11 O 13 n n R3-8B f � l� 48" X 30" 936 11 R3-4 �18R9 18„ 10 R3-5R 36" X 36" 30" X 36" RIGHT LANE MUST E TURN RIGHT ONLY ONLY S14 R3-7R 36" X 36" S1 R3—SLL 36' X 30" vE NOTE THE CONTRACTOR SHALL SUBMIT SIGNED PROOF FOR ALL SIGNS FOR APPROVAL PRIOR TO FABRICATION NOTES 1. CONTRACTOR SHALL INSTALL TIMBER POLES OUTSIDE OF THE SWALF/DITCH TO AVOID EXISTING DRAINAGE STRUCTURE. ------------------------------------------------------------- PROPOSED STREET LIGHT ON EXISTING UTILITY POLE _ NORTHING. 7061696.90 EASTING. 232663088 •—_______-- __„_ _ DOT ROW 7 awE o LEGEND 0 PROPOSED HT ON S2AOLE IN FEET EXISTING UTILITYE POLE OGRA 110 PROPOSED STREET LIGHT ON NORTH ARTERIAL WOOD POLE Ir RAN SHEET Is 11 .17 , S - 11 1 -40 LPXX STREET LIGHT LABEL — - — PROPOSED OVERHEAD TRIPLEX PROPOSED STREET LIGHT ON EXISTING UTILITY POLE NORTHING 7061696 90 ' EASTING232678512 GATEWAY CHURCH —_______----�____________________ (INST NO 2014148751)—— --- — —_ _—� ""s' "oY, �31ry i ,o n X LP LP01 TIE IN CONDUCTORS To — 1 EXISTING OVERHEAD ; �ROWER LINE — - - g � 1 � ' 1 1 1 IQ jz 1= IU - - - - - - - ---- — — -- - ---- =-1 1 � 1 1 SH 114 1 55 MPH 1 ? 1 EXISTING SWALE/DITCH PROPOSED STREET LIGHT g ; 1 ON ARTERIAL WOOD POLE PROPOSED GUY-W1RE NORTHING 7061471.38 INSTALLED BY COSERV EASTING 2326782.50 - - - oxc oxc �wc we oxc oxe oxc aHe oxe axc oxE LP07 � E — ■ TXDOT ROW PROPOSED STREET LIGHT ON ARTERIAL WOOD POLE ms o.: ou m. as NORTHING 7061471 38 PROPOSED GUY -WIRE EASTING 2326582 46 INSTALLED BY COSERV - ________________________________________________________________________________ LOTBLOCK 1- VERDADGREENWREENWAV ivER ' ADDITION (INST NO 2020-87) 1xs*uo m+oslssa w� N O ICI NOTES LEGEND o 1. CONTRACTOR SHALL INSTALL TIMBER PROPOSE STREET LIGHT ON ocRAv oic s20LE IN EE ao LLLm POLES OUTSIDE OF THE SWALE/DITCH TO na°eaolni°w o0 o�c"T ON AVOID EXISTING DRAINAGE STRUCTURE. =uN—IT la11x,,.1-111 O LPXX STREET LIGHT LABEL = =4 ae — PROPOSED OVERHEAD TRIPLEX PA 5 V I RT OE RrvENO EDGE 56133) RS LP 1 N6T rvG zoos-Iaa,33, s� > O „ U 11 UTam-l"PIT 1 W fixer xawosiiseel PROPOSED STREET LIGHT --- 2 U PROPOSED STREET LIGHT ON EXISTING UTILITY POLE z 1 Q e ON EXISTNG UT— POLE NORTHING. 7061698.28 iOTHEV U EASING 2327521 89 _BANRrvoEzoscs ST__________________________________I J--------------—_________________ _______TING 228 uN3T as3,4 axE pul, TXDOT ROW— - --- �+=E�ob���rF - >s oHe axE LP03 04 LP05 PRO —POSED STREET — — — _ _ — x..o. — — — — — — LIGHT - --� - 4 ON EXISTING UTILITY POLE NORTHING ' 706169857H � -------------------- r{�] EASING 232J1112D2O d �— — — — — E 'y II > p 1 0 V 1 j SH 114 0 55 MPH I R ¢1 �R a l I r-- --------------- a X U—�---- I I II N 1 I �I II e O 1 W 1 --- — — — — _ — — _ rt _ _ — — — — — E— — — — — — — — — — — — — — x a I EXISTING SWALE/DITCH U I PROPOSED STREET LIGHT _ a ON ARTERIAL WOOD POLE - W I NORTHING. 706147038 32JOW6 _ O z EASING 2OOJ 66 1- —--------------- -- __— - _- —___— _ _ - LP09 LP10 x ________E _____ __ E<= 1 �o �r oL aRE of �aE of of a r oxr LP08 z <o MOT R s ow PROPOSED STREET LIGHT J Nc - t usGw m us -�- aP o4+ vs G06 ,.. W ^°" ON ARTERIAL WOOD POLE �.. ae, °'� PROPOSED STREET LIGHT \ NORTHING 7061a]3.t] ON ARTERIAL WOOD POLE EASING 232J521.93 i a 4 -non 1------ -- --- ---- ______ NORTVING. 706147266 �` __ _ _ ____________ _____________________ _ ____________ __________s___ n o M v ory courvry ELErnuT LL _ _________________________________________________________ __D_- ___________, EASING. 2327351.41 PROPOSED GUY -WIRE e c �asxArnseAseNPNr LL LOT3 BLOCKI INSTALLED BY COSERV Y N n �� urvaT Na mie.eeierzl w �o`n"II mIn igyoxl!vo.mE, �1� rvsueA=xsT rvirvcTosesos',a'o2ru,mAoesaausa,cNlmErv,zrl1lI - � -I D_AD GREENWAY ADD_IT_IO_N Orx-rma VERIINST O 2o-11— CWU_ lr_R____________u_m_ ------------------------------------------------------------------------------------------------- � � 18 E caa v15 ELECTRICAL SERVICE #1 SUMMARY OF CONDUIT AND CABLES CONDUIT CONDUIT TRENCH (T) LENGTH RUN NO. SIZE TYPE BORE (B) (FT) TRIPLEX (INCHES) OVERHEAD (OH) 1 OH 165 3 2 OH 340 3 3 OH 245 3 4 OH 180 3 5 OH 235 3 6 OH 205 3 7 OH 230 3 8 OH 350 3 9 OH 180 3 10* - - OH 20 3 CABLE TOTAL (LF) 6,390 NOTES: THIS CHART DOES NOT REFLECT THE QUANTITIES OF CABLE INSIDE THE ARM, THEY ARE SUBSIDIARY TO THE POLE BID ITEM. LENGTHS OF OVERHEAD RUNS INCREASED BY 5-FT TO ACCOUNT FOR SLACK IN LINES. *RUN 10 SHALL BE INSTALLED BY COSERV. CFW LIGHTING SYSTEM TO BE INSTALLED BY A CITY OF FORTH WORTH PRE -QUALIFIED LIGHTING CONTRACTOR. CALL 817-999-7923 PRIOR TO ANY STREET LIGHT CONSTRUCTION. STREET LIGHT POLES SHALL BE INSTALLED 5 MINIMUM FROM ALL WATER ASSETS. ALL LIGHTING SYSTEM MATERIALS MUST BE APPROVED BY CFW LIGHTING DEPARTMENT (CFW LIGHTING APPROVED PRODUCTS LIST). STREET LIGHTING SUMMARY w z ARTERIAL WOOD POLE 5 EA aim ARTERIAL WOOD POLE ARM 10 EA to LUMINAIRE TYPE ATBO P303 MVOLT R2 3K MP NIL P7 AO RFD322792 a N LUMINAIRE QUANTITY 10 EA EXPLORATORY EXCAVATION OF EXISTING UTILITIES 5 EA tkrkT 14uM3ER 19 NOTES TO DESIGNER: 1. FlLL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE. 2. SET GRADES TO CONVEY STORMWATER WITHIN R.O.W. OR EASEMENTS. 3. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN. 4. MODIFY DETAIL TO MEET SPECIFIC CONDITIONS. 1� V-4 Y' 6' TAMPED TOPSOIL S PROPOSED ASPHALT %•� �s�j P32ER EC 91 19TION PAVING PER TYPICAL III/ sEcnoi I -I I I =1 I I —I 1I— �:'III I I I III I I I (TYP) P I�wr� I- :v JJ/ /J/ - COMPACTED ACCEPTABLE � //� - NATIVE BACKFlLL PER SECTON 31 24 00 II III�IIIII00 J II —III III III III —II — _ MINIMUM EXCAVATION III III--III--III- il I —III WTUNE FOR STREET CONSTRUCTION STABILIZED SUBGRAOE /4 BARS PER PAVING TYPICAL SECTION 6' 1'-3' 3' 12' NEW CONSTRUCTION E �I vE NQIE' 1. MINIMUM WIDTH IS 2'-O'. MATCH EXISTING WIDTH UP TO 2'-6' �� TRANSITION SEE NOTE 1 PER 32 12 16 1� 1'-4 7Y 6' TAMPED TOPSOIL PER SECTION Ib� ' / 32 91 19 TNT FlUER J i III—L—I � I III PER FT q III III -III 1 �� 1 III�II III III II /QIS-�' III III-III-III-I I.J ASPHALT �i/ \\ _ •.J/.//.J/.//.//,//.//, ++ AVEMENT COMPACTED ACCEPTABLE Q p o 0 0 NATIVE BACKFlLL PER p p 4 O o SECTION 31 24 00 III _III III. II III � I, III 'III MINIMUM EXCAVATION CONSTRUCTION III —III 1 OUTUNE FOR STREET EXISTING SUBGRADE-o µ BARs ' 6 V-3' 3' 12' EXISTING STREET EXPANSION JOINT, FORMED GROOVE p4 v 24' SMOOTH ROUNDED TO Ys' RADIUS WITH Y! DOWEL PREMODED EXPANSION JOINT AND SIUCONE JOINT SEALANT TOP OF CURB tY. MIN. TOP OF PAVEMENT CLEARANCE 2' MIN. _ 6' OR Z' CURB Lj .. T/2 I III-111-1 Irlll -III-1i PROPOSED LII PROPOSED' Z-1jlr l PER TYPICAL PER TYPICAL PROPOSED DOWEL SLEEVE OR CAP p FIT ROADWAY SECTION SUBGRADE PER TYPICAL TO DOWEL AND BE SECURED ROADWAY BAR STOP SECTION NOTE. CURB AND GUTTER EXPANSION JOINT 1 AND GUTTERLF IMUM SPACING EXPANSION JOINTS. EN cups FORT WORTH CITY OF FORT WORTH, TEXAS STANDARD CURB AND GUTTER REVISED: 08-31-2012 32 16 13-D534 20 fim CONCRETE APRON-/ T3 Y' I OPENING AT END 3' HELL OF CONDUITS END SHALL BE SEALED 5' (TYP) WITH DUCT SEAL - (ONLY). PVC CONDUIT WITH 90' ELBOW 1' CRUSHED STONE `PVC CONDUIT WITH 90' SECTION VIEW ELBOW SHOWING DIMENSIONS OF BOX AND ACCDMPANYING FIELD INSTALLATION �3.50• 1 391• # -] uG NUT THREAD SELF CLEANING BOLT AND NUT FOR COVERS NOTES: 1. ALL BOXES SHALL MEET ALL TEST REOUIREMEN IS OF THE LATEST SCTE ]] •SPECIFI ATION FOR UNDERGROUND ENCLOSURE INTEGRITY FOR TIER 22 APPLICATIONS. Z. BOTTOM EDGE OF BOX OR EXTENSION SHALL BE FOOTED AI A MINIMUM 1 W FLANGE. 3. COVER LIFT EYE: MOLDED WITH COVER. 0. COVER LETTERING: 1" INCISED LETTERS "DANGER HIGH VOLTAGE TRAFFIC SIGNAL•. S. GO VFR MUST BE SECURED WITH "PENTA HEAD", STAINLESS STEEL, SELF CLEANING BOLTS AND NUTS. SEE DETAIL THIS SHEET. PROVIDE SECURITY BOLTS IF INDICATED IN THE PLANS. 6. THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. THE CONTRACTOR WILL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY MANUFACTURER PROVIDED THEY ARE STAMPED A CERTIFIED BY A PROFESSIONAL ENS EM FROM THE STATE OF TEXAS, OR VERIFIED BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LAB AND THEY ARE OF EQUAL OR BETTER QUALITY AND COMPLY NTH THE SPECIMCATIDNS. ]. CUBE BOLTS, CLEAN OUT COVER RIM, AND CLEAN GROUND BOX INSIDE AND OUT PRIOR TO FINAL INSPECTION. B. COVER MUST HAVE INCISED CITY LOGO ON TOP LEFT CORNER. SIZE SHALL BE 9 IN INCH WIDTH AND 4.5 INCH IN HEIGHT. FORT WORTH IDENTIFICATION PLATE / \D POLYMER CONCRETE COVER B LIFTING SLOT B 9 A o°e0 wB CONDUIT 1• CRUSHED STONE PER SECTION 33 05 10 MAINTAIN MINIMUM CLEARANCE OF B• BETWEEN BOTTOM OF COVER AND TOP OF 2" CONDUIT PULL NOMINAL GROUND NOMINAL COVER BOX BOX DIMENSIONS DIMENSIONS A B C D E TYPE B 15 25• 16" TYPE D 19 32 Y" 22• 1] J4• 30 J¢• GROUND BOX DETAIL 3 Yi" CONCRETE APRON WITH 2 - p3 BARS AS SHOWN OR 6X6Xj1O W.W. MESH, ALL GROUND BOXES SHALL HAVE CONCRETE APRONS AT ALL • LOCATIONS. TYP.+ I - --- —t� 112• BOLT TO ATTACH ' TO GROUND BOX ' X 4" UFTNG SLOTS SKID RESIST. POLYMER BOLT TO ATTACH CONCRETE I COVER TO GROUND BOX I TT 1—_T �_T �_4 GROUND BOX COVER CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL GROUND BOX DETAILS REVISED: 11-03-2021 34 41 10-D601 N C � (D E rn >O Q w E O C _2) R a tt r w X CE F- ol o SHEET NUMBER 21 BOND (TYP)—+ 1 1/240 V NEE UNE VARE UNE 0, '5 TyP1E% NEUTRAL 1' BELOW LOWEST TRANSFORMER/ SECONDARY LINE 6' TAIL ` WEATHER HEAD ELECTRIC PER SERVICE PROVIDER SERVICE ENTRANCE _3 - NO. 6 CONDUCTORS 2' RIGID METAL CONDUIT -� 120V/240V METER 2' RIGID METAL CONDUIT BREAKER BOX SCH 80 PVC CONDUIT 2' RICID METAL CONDUIT PVC COUPLING L � � R w u6 COPPER CONDUCTOR NO. 8 AM BARE GROUND 5/8" • 10' COPPER CLAD STEEL GROUND ROD FOR METER SERVICES (POLE & PEDESTAL TYPES). WOOD POLE SERVICE NEUTRAL UNE— SERVICE ENTRANCE t _ �3 - NO. 6 CONDUCTORS _ _ r — STREET UGHT CIRCUIT 120V/24OV METER 3 - NO. 6 CONDUCTORS CIRCUIT BREAKERS SOA 30A MA S NEUTRAL D • 10' COPPER CLAD STEEL GROUND ROD SIGNAL CABINET PVC CONDUIT (SIZE AND NUMBER AS INDICATED IN THE DRAWINGS) \\ ` ✓ —) TYPE B `SEPARATE CONDUIT GROUND BOX FOR LUMINAIRES PER 34 41 10' COPPER 10-D801 CLAD STEEL IV ROD COPPER CONDUCTOR NO. 8 AMC BARE GROUND SIGNAL CABINET BARE CONDUCTORS GROUND SIGNALS ILLUMINATION ILLUMINATION (NEUTRAL -WHITE (NEUTRAL -WHITE (WHEN 2 CIRCUITS) LINE -BLACK) LINE -BLACK) 120V/240V SERVICE ASSEMBLY SCHEMATIC PVC CONDUIT (SIZE AND NUMBER AS INDICATED IN THE DRAWINGS) 7 N 7 T 31 TYPE D GROUND BOX �� PER 34 41 10-0601 1 SHORT BO' PVC SEPARATE CONDUIT FOR LUMINAIRES 10' COPPER CLAD STEEL GROUND \C\/ ROD DRIVEN IN GROUND IN SAME TRENCH 10' COPPER CLAD • L GROUND ROD STEEL ME TO PVC CONDUIT AT A 45' ANGLE 10 FEET AWAY FROM CABINET. SIGNAL POLE BASE FORT WORTH CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL ELECTRICAL SERVICE DETAILS REVISED: 11-19-2015 34 41 10-D602 N C � (D = E rn >o O U Q w E O C _2) 1a N a_ C.1 r w X R F— 22 10' METER SOCKET 5§' /II 1i' 0 Y7 METER SOCKET J I §§' z 10' COPPER CUD STEEL BELL END FITTING GROUND ROD LOA ANCHOR BOLT PATH 8 3' MAX. I• -I T i-•REINFORCING STEEL: No. 4z20' BARS EACH WAY (8 18' 18'TOTAL) 1 24' MIN. TOP OF CONDUIT LOAD SIDE CONDUIT • I / V LOAD SIDE CONDUIT — �� %' o 10' COPPER cuSTEEL LINE SINE CONDUIT GROUND ROD SIDE VIEW CONCRETE FOUNDATION @LINE 34'� No. 4,207 BARS 24'z24'z18' (DEEP) L NOLEB (8 TOTAL) -- PAD MOUNT BASE TO PEDESTAL 12 I - I 3 �• YE N 4 1 � I I I I 8 Y! 2' CONDUIT 10' COPPER CENTER UNE CLAD STEEL 5 5 GROUND ROD 24' FOUNDATION PLAN PIT LINE SIDE CONDUIT yG f ,WITH BELL END FITTING • 4 REINFORCING STEEL No. 4z20' BARS EACH WAY (8 TOTAL) ANCHOR BOLT I HEx NUT TOP OF BOLT MAX. � LOG'( WASHER S' Y CONDUIT ANCHOR BOLT DETAIL FORT WORTH NOTES: 1. THE CITY lWLL SUPPLY THE PEDESTAL SERVICE UNIT INCLUDING ELECTRIC BREAKERS AND ANCHOR BOLTS. THE CONTRACTOR WILL PURCHASE THE PEDESTAL SERVICE UNIT FROM THE CITY. 2 ALL MOUNTNG HARDWARE AND INSTALLATION DETAILS OF SERVICES SHALL BE IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL UTILITY COMPANY PRIOR TO CONSTRUCTING THE ELECTRICAL PEDESTAL SERVICE 3. METER SOCKET SHALL BE A MINIMUM OF 200 AMP RATING AND SHALL COMPLY WITH THE LOCAL UTILITY REQUIREMENTS. 4. CONCRETE FOR PEDESTAL SERVICE FOUNDATION SHALL BE 4,0OU PSI AND PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO, ELECTRICAL SERVICES' 5. REINFORCING STEEL SHALL BE /5 REBAR. S. ANCHOR BOLTS SHALL BE A38M55. ANCHOR BOLTS SHALL BE 1/2' z 12' z 4' (DIA. z LENGTH z HOOK LENGTH). ]. ALL CONDUIT AND ATTACHED TO THE PEDESTAL SERVICE AND WITHIN 12 INCHES OF THE PEDESTAL SERVICE WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO THE PEDESTAL SERVICE. ALL SERVICE CONDUIT AND CONDUCTORS FROM THE UTILITY COMPANY TRANSFORMER TO A POINT 12' FROM THE PEDESTAL SERVICE SHALL BE PAID FOR SEPARATELY. SERVICE CONDUIT SHALL BE THE SIZE AND TYPE AS SHOWN IN THE PLANS. 8. THE CONTRACTOR MAY USE A 24' SONATUBE TO FORM THE CONCRETE FOUNDATION INSTEAD OF THE 24'z 24' SQUARE FOUNDATION SHOWN ON THE PLAN FOR THE ELECTRICAL PEDESTAL SERVICE. IF THE 24' ROUND SONATUSE IS USED THE REINFORCING SHALL BE 18' DIAMETER /3 BAR SPIRAL W TH A 8' PITCH AND 4-i4 VERTICAL REBAR SPACED EQUALLY. I SERVICE Mal PROVIDERS RE SPONSIBIUTY Mum 200' MAX -DISTANCE FROM POWER SOURCE CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL PEDESTAL SERVICE DETAIL REVISED: 11-19-2015 34 41 10-D603 23 CROSS ST. MAIN ST. RED RED ]C/14f BLACK PED BACK BLUE PB KHITE GREEN r WHITE BLACK APS WH FLASHING YELLOW ARROW PB L WHITE 7C/14 3C/I4 S WHITE 3C014 C/ 4 WHIT I ow FEm 20 WHITE z;3 nz 7C/14 18 BARE GROUND 4 GROUND ROD CLAMPS (1 REQUIRED) x 10' COPPER CLAD STEEL GROUND ROD POLE BONDING LUG CONNECTIONS AT POLE BASE POWER BUSS NEUTRAL BUSS NOTES: ALL BONDING AND GROUNDING SHALL BE MADE WITH THE GROUND RODS AND WE EQUIPMENT GROUNDING CONDUCTOR. CIRCUIT - NEUTRALS TO SIGNAL POLES SERVICE EQUIPMENT SHALL BE BREAKER POWER FEEDERS INSTALLED ACCORDING TO THE ELECTRIC SERVICE PROVIDER ELECTRIC FROM SERVICE POLE AND CITY OF FT. WORTH ELECTRICAL COUP' CABINET BONDING LUG LOAD SWTCH TO SIGNAL POLES _ TO SIGNAL POLES G GROUND ROD CLAMP 1G COPPER CLAD I ST E I STEEL GROUND R00 GRE/ RED 17C /14 CONNECTIONS AT SIGNAL CABINETS 1 GREEN ]C 114 / RED /ita w ii s �ymW58`3� 7, s rci m¢sm� G7 s a1.1 awW W m ffi W`i m w 20C 4 —LCTR oED WHITE e TO CONTROLLER CABINET 3--4 STANDARD PUSHBUTTON CABLE TO CONTROLLER CABINET STANDARD PUSHBUTTON CABLE _ TO CONTROLLER CABINET 3CO14 APS CABLE TO CONTROLLER CABINET APS CABLE _ TO CONTROLLER CABINET — WHi��SuuDUu -_ TO SERVICE PANEL 3M OPTICOM CABLE TO CONTROLLER CABINET DETECTION CABLE TO CONTROLLER CABINET RR PREEMPTION TO CONTROlER CABINET POLE TO CABINET 'WRING COLOR CHART FOR 20 CONDUCTOR CABLE SIGNAL NEUTRAL "-,IITE MAIN ST. OR CROSS ST. - RED RED MAIN ST. OR CROSS ST. - YELLOW BLACK MAN ST. OR CROSS ST. - GREEN GREEN MAN ST. OR CROSS ST. - LEFT TURN RED RED MAN ST. OR CROSS ST. - LEFT TURN YELLOW ARROW BLACK/WH/WHITE ITE MAN ST, OR CROSS ST, - LEFT TURN GREEN ARROW GREEN/WHITE OW - MAN ST. ORANGE/RED W - MAIN ST. ORANGE DW - CROSS ST. RED/BLACK W - CROSS ST. GREEN/BLACK RED NEAR SIDE HEAD SPARE REO/GREEN SPARE y�1 T BLACK/RED G& SPARE N�'Zii /RED SPARE FLASHING YELLOW ARROW SPARE ORANCE/RLACK BLUE/BITE NOTE MAP COLORED ELECTRICAL TAPE ON BOTH ENDS OF EACH 20 CONDUCTOR CABLE (AT CABINET AND AT SIGNAL POLE) AS FOLLOWS: NORTH BOUND GREEN. SOUTH BOUND - RED, WEST BOUND = BLUE AND EAST BOUND YELLOW. TYPICAL POLE WIRING SCHEMATIC NOTE: 1. ALL WIRING CABLES SNALL BE AS SHOWN UNLESS NOTED OTHERWISE IN THE DRAWINGS. 2. USE 2Ci12 AM FOR APS PUSH BUTTON FOR LARGER LENGTHS I NO SPLICES ARE ALLOWED BETWEEN PUSH BUTTONS AND CONTROLLER TO MINIMIZE VOLTAGE DROP. FORT WORTH CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL WIRING CONNECTION DETAILS REVISED: 03-07-2022 34 41 10-D604 7t I r Id' C W I I I RR I RR R 2/3 0 FOUNDATION PEDESTAL POLE DETAIL PEDESTRIAN SIGNAL POLE. I PEDESTRIAN SIGNAL POLE. REFER TO CITY OF FORTH REFER TO CITY OF FORTH WORTH TRAFFIC SIGNAL WORTH TRAFFIC SIGNAL MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 34 41 TO—D807. 34 41 10—D607. 2/3 • Ro16 I SEE NOTE 7 c nB SEE NOTE 7 #4 BAR S O 4' 7 O MAX SPACING CHAMFER 14' CHAMFER FINISHED GRADE. 1/2' ISOLATION JOINT J3�D[F�,.ALI</C.R. JACENT SEE PUNS. W77H 'a FILLER AND 04 BAR S O 4' APPROVED JOINT ER TO CINL MAX SPACINSEALANT (TYP) _ _HEETS (TYP). EE NOTE 11 I b 6 RQNFORCED CONCRETE f = REINFORCED ED CONCRETE • • -. SPREAD FOTTING SPREAD ENTIRE IR I R SECTION CUT SCALE: 1/2*-1'-0' 111 �J PEDESTRIAN POLE DESCRIPTION Ft• BAR A 'Al' BAR B 10/14 FOOT POLE 5'-0' #5 ® 9" 1'-9' #4 O 6' 5 FOOT POLE 3'-0' #5 ® 9" 0'-9' #4 O 6' • Ft DIMENSION SHALL APPLY TO LENGTH AND WIDTH. FOUNDATION SHALL BE SQUARE E BAR A BAR 5 FORT WORTH oso_ 3 ISOLATION JOINT DETAIL SCALE: 1/2'-1'-0' SCALE: 1/2'-1'-0' BMIE; 1. FOUNDATION IS DESIGNED IN ACCORDANCE WITH 2O13 EDITION OF AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. 7. SEE CITY OF FORTH WORTH STANDARD 34 41 10-D6o5 'TRAFFIC SIGNAL POLE FOUNDATION DETAILS' ANCHOR BOLT ASSEMBLY DETAIL (HOOKED ANCHOR TYPE 1) FOR DETAILS RELATED TO THE 2 CONCRETE SHALL BE CAST AGAINST UNDISTURBED, IN -SITU MATERAL. EXCAVATION, COMPACTION, AND BACKFlLL MALL BE ANCHORAGE OF THE PEDESTAL POLE TO THE FOUNDATION. IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD 8. JOINT SEALERS AND FILLERS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS TXDOT ITEM 43B 'CLEANING AND SEALING JOINTS.' SUBMIT 3. ALL CONCRETE SHALL BE DESIGNED, MIXED, TRANSPORTED, AND PRODUCT DATA FOR ALL JOINTS AND SEALANTS FOR APPROVAL PLACED IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD B ALL CLEAR COVER FOR REINFORCING SHALL BE 2' WERETS, SPECIFICATIONS FOR ALL CONSTRUCTION PROJECAND THE FORMED AND 3' WHERE CAST AGAINST EARTH, UNLESS LATEST EDITION OF ACI-318. OTHERWISE NOTED ON THE PLANS. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH CITY OF FORTH WORTH STANDARD SPECIFICATIONS 30 00, 10. DESIGN IS BASED ON THE FOLLOWING CEOTECINICAL SHALLDIVUOE CAST -IN -PUCE CONCRETE CONTRACTOR SHALL USE A CONCRETE MIX DESIGN OR SUBMIT PROPOSED ASSUMPTIONS GEOTECHNICAL ENGINEER SHALL VERIFY THE FOLLOWING ASSUMED PARAMETERS PRIOR TO CONSTRUCTION. MIX DES! MIX DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. CONCRETE FOR STRUCTURESRSHALL CLASS S AND HAVE A MINIMUM IO.A. MINIMUM CROSS ALLOWABLE BEARING PRESSURE - 1.5 KSF R 28-DAY COMPRESSION STRENGTH OF 3,800 PSI. IO.B. MINIMUM ANGLE OF - 20' 10.d MINIMUM COEFFICIENT OF BASE FRICTION - 0.30 T OF BASE FRICTION 5. ALL REINFORCING STEEL SHALL BE ASTMWORT A-815 GRADE 80 IN ACCORDANCE CITY FORTH WORTH STANDARD 11. IF PAVEMENT ABOVE FOOTING IS PLACED DIRECTLY N FOOTING, SPECIFICATIONS 0 30 00, CAST -IN -PUCE CONCRETE S APPLY A BOND BREAKER TO THE TOP OF FOOTING IN I ALLSDIVISION IT STEE GTIM SHALL SUBMIT NT SHALL BE FOR REINFORCING STEEL REINFORCING PLACEMENT SHALL BE IN ACCORDANCE KITH ACCORDANCE WITH dtt 2 FORT WIXTTH STANDARD SPECIFICATION SECTION 32 13 73 'CONCRETE PANNE JOINT ACI-318. SEALANTS'. S.ALL REINFORCING DIMENSIONS ARE TO OUTSIDE OF BAR UNLESS OTHERWISE NOTED. CITY OF FORT WORTH, TEXAS REVISED: 07-26-2021 SPREAD FOOTING PEDESTAL POLE FOUNDATION 34 41 10-D605A /6 BARE COPPER GROUNDING CONDUCTION CABINET DOOR GROUND TERMINATION POINT \ CONDUIT WITH BELL END FITTING OR EQUIVALENT GRADE 1 FINISH CONCRETE SLAB FINISHED ORADE I ME CABINET offilul 2j• A.--.A�� tI• ; ti�. GR. 10' COPPER OUND ROD RJE OC�TEDBIEEL 4' ABOVE FOUNDATION CABINET FOUNDATION l ROM CAGE 3§' z 18' ANCHOR BOLTS (COMPLETE WITH NUTS). CHAMFER r`CONCRETE APRON II BIT4• A��(F--I� e 24' MIN. e' 16' IYIN. ��I 3D• i CONDUIT ENTRY CAVITY (SONOTUBE) �.• rwieucn enrr SIDE VIEW ( A14; F IS D � NOT: 1) 30' 36• / I 30' SIDEWALK / STREET SIDE COMMUNICATON TOP VIEW POMER 30' X 36' 3 CABINET FOUNDATON WITH ARON OUND ROD CONDUIT DETAIL NO ES: 1. ANCHOR BOLT THREADS SHALL BE TAPED PRIM TO POURING CONCRETE. 2 ALL OR PART OF CONCRETE APRON MAY BE REWIRED DEPENDING ON THE PLACEMENT OF CABINET FOUNDATION IN RELATION TO EXISTING CONDITIONS. 3. CAVITY IN FOUNDATION (SONOTUBE) ALLOWS FOR FUTURE PLACEMENT OF CONDUIT. CAVITY EXTENDS FROM TOW TO BOTTOM OF FOUNDATION. PLACE 1' CRUSHED STONE IN CAVITY TO WITHIN 4' FROM THE TOP OF THE FOUNDATON. 4, CONTROLLER FOUNDATION APRON SHALL BE CONSTRUCTED OF CLASS B CONCRETE RIP -RAP AND SHAH BE SUBSIDIARY TO THE CONTROLLER FOUNDATION. 5. CABINET FOUNDATION SHALL BE 6' K 5.5' IF A BATTERY BACK-UP UNIT IS ATTACHED TO 3521 THE CABINET. CABINET 6. FIELD TERMINATIONS SIDE OF CABINET SHALL FACE TOWARDS INTERSECTION. PEDESTAL SERVICE ]. INSTALL TYPE B GROUND BOX FOR ILLUMINATION CIRCUIT AS DETERMINED BY CITY TRAFFIC ENGINEER. 8. INSTALL PEDESTAL SERVICE ON THE SAME PAD AS CABINET FOUNDATON UNLESS THERE ARE OTHER SITE CONSTRAINTS THE PEDESTAL SERVICE SHALL NOT BE LOCATED ON THE Y,• CHAMFER- O RONT AND BACK SIDE OF SIGNAL CABINET DOOR. IF THE PEDESTAL IS INSTALLED ON GROUND ROD SAME PAD AS CABINET FOUNDATION, THE CONTRACTOR SHALL GET APPROVAL TO THE CITY ON THE LOCATION ON PEDESTAL FOUNDATON PRIOR TO PORING FOUNDATON. 9. PEDESTAL SERVICE SHALL BE AT LEAST 4 FEET AWAY FORM SIGNAL CABINET FOUNDATON CONCRETE APRON IF IT IS INSTALL SEPARATELY. LOCATION OF TYPE D GROUND BOX IN CONCRETE APRON (SEE NOTE 2) _ WILL BE DETERMINED BY CITY TRAFFIC ENGINEER. 10. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH CITY OF FORTH WORTH STANDARD FINISHED GRADE • • �6' SPEaRCATONS DIVISION 03 30 GO. CAST -IN -PLACE CONCRETE CONTRACTOR SHALL USE r ! A PRE -APPROVED CONCRETE MIX DESIGN OR SUBMIT PROPOSED MIX DESIGN FOR " '- ^ s • e APPROVAL PRIOR TO CONSTRUCTION. CONCRETE FOR STRUCTURES SHALL BE CLASS S AND HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3,600 PSI. 12' IYP. e e 1 • 4' 12' OR 16' �_ •� 30• STEEL SUMMARY TABLE I (SEE NOTE s> . A FOUNDATON BAR NO. BARS SIZE LENGTH SPACING I I A 3 5 9'-8' 8' GC. /IT•' TD 5 2'-2' VAR I1 • 30 •C 6 3 1'- 9' a.5' GC. I ( _ CONDDIT (SEE SIGNAL IAYOUT 1,. ' ' FOR SIZE AND NUMBER) -D 6 3 4'-0' 10' C.C. E 8 3 O-8• 10' C.C. I • `1' CRUSHED RO F 4 3 e•—s• 8• C.C. I FRONT VIEW PROVIDE 2• MIN. COVER FOR TOP AND SIDES • ADJUST 1HREE 'C• BAR LENGTHS TD 9•-11• FOR GROUND BOX INSTAIlARON •• ADJUST ONE •D• BAR LENGTH TO 14•-16• FOR GROUND BOX INSTALLATION 1' CROSSINGS (TYP.) 2' EMBEDDED JD' 36' 30' BARS •B•J� /1" HOOK BARS 'A^ 7 I FD I ` D - C4 _4 R _4 D D D +` 4 I TOP VIEW CONCRETE EMBEDDED REBAR AND CAGE DETAIL FORT WORTH Y _ POLE MOUNTED CABINET STEEL BANDING AND BUCKLES 3 RIGID METAL BOTIOMI OF CONDUIT CABINET TYPICAL 40' 3' ELBOW 3' RIGID METALCONDUIT POLE MOUNTED CABINET (CABINET IS BANDED TO POIE) ... FOR CABINETS MOUNTED TO TMBER POLES. USE ATTACHMENT METHODS APPROVED BY ENONER••• CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL TYPE 352i SINGLE GROUND BOX FOUNDATION DETAIL REVISED: 11-03-2021 34 41 10-D606 ol o SHEET NUMBER 26 THREE —SECTION HEAD BACKPLATE FOUR —SECTION HEAD BACKPLATE WITH VENTED RETROREFLECTIVE BORDER WITH VENTED RETROREFLECTIVE BORDER 2. BACKPLATE LOUVERS BASED ON THE WIND AND VIBRATION RATING J RETROREFLECTIVE BORDER 2' FIVE —SECTION (DOGHOUSE) HEAD BACKPLATE WITH VENTED RETROREFLECTIVE BORDER BACKPLATE LEVERS BASED E THE HIND AND VIBRATE RATING � 2• RETROREFLECTIVE BORDER PEDESTRIAN HYBRID BEACON BACKPLATE WITH VENTED RETROREFLECTIVE BORDER FORT WORT NOTES: 1. ALL BACKPTES SHALL BE INSTALLED VERTICAL UNLESS OTHERWISE APPROVED BY THE CITY. 2. ALL BACKPLATES SHALL BE VENTED. 3. A 2 INCH WIDE FLUORESCENT YELLOW AASHTO TYPE Bn OR Crt RETROREFLECTIVE BORDER IS REWIRED. 4. THE CONTRACTOR SHALL VERIFY SIGNAL HEAD AND BACKPLATE COMPATIBILITY PRIOR TO INSTALLATION. 5. RETROREFLECTIVE BORDERS SHALL NOT BE PLACED OVER THE LOUVERS. 6. BACKPLATES ARE REWIRED FOR ALL SIGNALS HEADS. INCLUDING BUT NOT LIMITED TO: • POLE MOUNTED SIGNAL HEADS • OVERHEAD MOUNTED SIGNAL HEADS • SPAN WIRE MOUNTED SIGNAL HEADS (UNLESS OTHERWISE APPROVED BY THE CITY) • VERTICAL SIGNAL HEADS • HORIZONTAL SIGNAL HEADS DOGHOUSE • PEDESTRIAN HYBRID BEACONS • OTHER FLASHING SIGNALS ]. THE COST FOR INSTALLATION OF BACKPLATES WILL BE INCLUDED W THE COST OF RESPECTIVE SIGNAL HEADS INSTALLED. SEPARATE PAYMENT IS ONLY ALLOWED WHEN INSTALLING NEW BACKPLATES ON EMSTING SIGNAL HEADS. B. RETROFLECTIVE BORDERS MAY BE WAVED FROM THE BACKPLATE BASED E PROJECT NEED IF APPROVED BY THE TRANSPORTATION MANAGEMENT DIVISION. CITY OF FORT WORTH, TEXAS TRAFFIC SIGNAL BACKPLATE DETAILS REVISED: 03-09-2022 34 41 10-13608 o SHEET NUMBER 27 LENGTH 8' 2 i6' O.D. END bI g PL Bar HOLE VARIES 43'-75' 27' 4 Jy2' I TYPE RISE LENGTH 122E 5'8' B' I 123A 5'8' 10' I FL BOL� 24A 5'8' 12' HOLE 25A 5'8' 15' 25 3' 15' TRUSS TYPE LUMINAIRE SUPPORT ARM TRUSS ARM I\\ SINGLE ARM ` INSTALL BLANK PLATE MEN USING SINGLE ARM POLE REFER TO HANDHOLE DETAIL 1 BASE PLA TE AU 4 GROUND LINE SINGLE PIECE STEEL POLE SHAFT FOR POLE TYPE No'a 8, 11. 18, 18A B 19 8' STRAIGHT 8' SECTION ^ W O.D. END - Q BOLT HOLE TYPE 33A ARM TYPE 37B ARM SINGLE MEMBER LUMINAIRE SUPPORT ARM SINGLE PIECE STEEL POLE POLE SHAFT SHAFT DIAMETER DRILLED TYPE LENGTH BOTTOMTOP GAUGE SHAFT FW NDA�� 11 24.0' 11 'TYPE 127.5' 3.5 11 •TPE 2 70-3.5' 33.5' 3.38' 11 'TYPE 3 18A 48'5.74' 11 'TYPE 6 19 27.5' 7.15" 7 -TYPE 8 • PER 34 41 20-0622 72' _ WOO' GALVANIZED - STEEL MACHINE BOLT NITH PREDRILLED HOLES 11. 46' DOUBLE COIL GALVANIZED 1' '7 4'f2' STEEL WASHER 6 FOOT WOOD POLE 30' MOUNT DRAGNET 2-W.4(:IHOLE.SQUARE WLAG SCSECONDARY WOOD POLE ARM MOUNTING DETAIL SINGLE PIECE DAVIT POLE TYPE MOUNTING MINIMUM RILLED NU BER HEIGHT SIZE AT SPAN N IF.D UNDAROU FT' BASE TYPE 025-6 25 7.5' 6' h -TYPE 4 D30-8 1 30 8.0' 8' �11 'TYPE 2 • PER 34 41 20-DS22 2.25' 4.63' 518' 0.81' 0.50'_ 0.78' NUT HOLDER IFOR GROULIDING I ? (2) 00.25'-14UNC J 86.625" v 0.25" 1.50' LONG SCREW POLE WALL WALL PIPE OR TUBING LIGHTING DETAIL SHEET FOR VISUAL REFERENCE ONLY; REFER TO LIGHTING PLAN HANDHOLE DETAIL ORT WORTH lr'"� PBDRILLED HOLES I Fn I IIMINAIRE HEAD FIXTURE DETAIL NOTE: 1. LED LUMINAIRE TO MEET SPECIFlCARDNS AS SHOWN FOR ARTERIAL OR RESIDENTIAL APPLICATIONS. REFERENCE BUZZSAW FOR LATEST SPECIE! ATIONS. 2 LED LUMINAIRE TO MEET 10 YEAR STANDARD WARRANTY 3. LED LUMINAIRE TO BE LABELED WITH WATTAGE PER ANSI STANDARDS. 4. LID LUMINAIRE TO BE APPROVED BY T/PW STREET LIGHTS PRIOR TO INSTALLATION. u I J� �M z %" O.D. TENON 5' RISE MTG. HOT. ABOVE DOUBLE ARM AS SPECIFlED HORIZONTAL I IF SPECIFIED SEE WOOD POLE MOUNTING DETAIL 1 SECONDARY LINES OUBLE ARM OR 9' AN DAVIT POLES SHALL BE I 8'L 2 PIECE POLES I 1 b' NO E: 1, TIMBER POLES SHALL BE CRISSO TREATED CLASS 5 30' OR 35' POLES ONLY. I PRESSURE TREATED POLES SHALL NOT BE USED. �.I 4'a8' HANDHOLE WITH R TAPPED II HOLE FOR GROUND a I' GROUND UNE g GROUND LINE TIMBER POLE CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE AND FIXTURE DETAILS DAVIT POLE REVISED: 07-09-2014 34 41 20-D621 ol o SHEET NUMBER 28 POLYMER CONCRETE 12' GROUND BOX AND COVER B' i CONCRETE APRON CONCRETE APRON 2- RS 13 ' BA OPENING AT END OF +13' TWIG CONDUITS SHALL BE W SEALWITH DUCT I li SEAL '. t :• 1}III PVC CONDUIT 18,- 22, REFER TO PLANS WITH 90• ELBOW 11/ \ FOR CONDUIT SIZE 1' CRUSHED STONE'' , •1 `PVC CONDUIT SECTION VIEW WITH90• ELBOW SHOWING DIMENSIONS OF BOX AND ACCOMPANYING FIELD INSTALLATION IDENTIFICATION PLATE / \D POLYMER CONCRETE COVER i \ LIFT EYE � t• 8 IN. . �1' CRUSHED oe�o STONE MAINTAIN MINIMUM CLEARANCE OF 8' BETWEEN BOTTOM OF LID' AND TOP OF 2' CONDUIT. NOMPULLBOXI NOMINAL COV ER BOXI D MENAL NSIONS DIMENSIONS TYPE B 15A 75. . I 18' 13D I 23E GROUND BOX DETAIL NOTES: 1. ALL BOXES SHALL MEET ALL TEST REQUIREMENTS OF THE LATEST SCTE 77 'SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY FOR TIER 22 APPLICATIONS 2 BOTTOM EDGE OF BOX OR EXTENSION SHALL BE FOOTED W TH A MINIMUM 1 W FLANGE. 3. COVER UFT EYE: MOLDED WITH COVER. 4. COVER LETTERING: 1' INCISED LETTERS 'DANGER HIGH VOLTAGE STREET UGHY. SEE DETAIL THIS SHEET. S COVER MUST BE SECURED WITH 'PENTA HEAD*, STAINLESS STEEL SELF CLEANING BOLTS AND NUTS. SEE DETAIL THIS SHEET. S.THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. ME CONTRACTOR 'MLL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY E _ MANUFACTURER PROVIDED THEY ARE STAMPED AND CERTIFIED BY A PROFESSIONAL ENGINEER FROM ME STATE OF TEXAS OR VERIFIED BY A NATIONALLY RECOGNIZED 15 INDEPENDENT TESTING LAB AND THEY ARE OF EQUAL OR BETTER QUALITY AND COMPLY WITH THE SPECIFICATIONS. �I vE 3 )F CONCRETE APRON WITH 2 - /3 BARS AS SHOWN OR 6X6X/10 W.W. MESH. ALL GROUND BOXES SHALL HAVE CONCRETE APRONS AT ALL LOCATIONS. M ARTERIALS MLL HAVE CONCRETE APRONS AND RESIDENTIAL WILL NOT, UNLESS OTHER'MSE SPECIFIED. URE i I----t—S WTH BOLT +-4 T. SECATTTACH TO GROUD BOX — YP To SKID RESIST. 3E� X 4' LIFTING SLOTS Na('REh BOLT TO ATTACH COVER I Tn I TO GROUND BOX rT ~~ r—r 4-4-------4--4 GROUND BOX COVER .3911T TIREAD G 9NUT SELF CLEANING BOLT AND NUT FOR COVERS 4' MIN OTOP F I qR SETTLING FINISHED GRADE TAMPED ' BACKFILL CONDUIT SCHEDULE 60 PVC ONLY NOTES: 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. 3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS h SETRING. BACKFILL MATERIAL SHALL NOT EXCEED 1 INCH IN DIAMETER. 4.11ACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 95R OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM DESIGNATION D-698. 5.A 2500/ OR 6000/ PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. 6. EACH RUN OF INSTALLED CONDUIT OF ALL TYPES WILL REQUIRE THAT A MANDREL CHECK BE MADE BY PULLING THROUGH THE ENTIRE LENGTH OF ALL CONDUITS IN THE INSTALLATION FOR FINAL INSPECTION. TRENCH REQUIREMENTS STREET LIGHT CONDUIT FORT WORTH CITY OF FORT WORTH, TEXAS STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILS REVISED: 01-09-2014 34 41 20-D624 29 i �I/C g B10E FORTWORTH "a = gm ranbury Rd�s¢xoee +-- 7100 7100 I LLx„,� Lmrsr,c munc Laaw (sue xore ,> r s• - ewc METRO OVERHEAD SIGN DETAIL -CITY OF �faf�''p �a�o\;,✓ FORT WORTH f` ew�xcx�r�wg� io as�aR e�x a�w f5� J aooa xuwecx: s aunwex aw � 2 vuaes Or, W. W. ,xo7 r I y C E N -FORT WORTH° o Granbury Rc[/-----20 ---- L �:4- I 4— 710 0 private � wxa `o N (sE xox ,) r r f6 METRO OVERHEAD SIGN DETAIL (PRIVATE STREET) - CITY OF FORT WORTH U r uwenncis: n• aeue�w ew w aiowa,c�se ,or rwwnr iw (c6 F- H NOTES: VARIES (30" TO 48") IN 6" INCREMENTS 1. METRO SIGN SHEETING SHALL BE WHITE 3M DIAMOND GRADE CUBED (DG3) WITH GREEN ELECTRO-CUT (EC) TRANSPARENT FILM AS AN OVERLAY OR APPROVED EQUAL BY TRAFFIC MANAGEMENT. �T 0 [1 J M 0 a q 2. FONT: HIGHWAY GOTHICC OR 'B' (DEPENDING ON LENGTH OF NAME) —�- 3. SIGN BLANK FOR 2 INCH POST INSTALL: 0.06 FEDERAL SPEC. ALUM. (LP/SP INSTALL0.1 4. SIGNS L25 ONGER THAN 10-0" FOR STREET NAME METROS OR 4'-0" FOR STREET NAME1000 °' 0Henderson ro Q BLADES SHALL HAVE TRAFFIC MANAGEMENT APPROVAL. 0 a N 3 w U STREET NAME BLADE DETAIL CITY OF FORT WORTH, TEXAS DATE: 6-11-2015 FORTWORTH STREET NAME SIGN DETAILS 34 41 30-D633 SHEET NUMBER E 30 E vE Solid Edge Line or Lane Line Double Solid Lines 10' Black Contrast 201 201 10' 10' 10' 10' 10' 10' 10' 10' 10' White Skip With 10' Black Contrast and 20' Gaps 7 10' 30' , 30' 7 30' 10' 6" 10'-30' Skip Line n9' n9' n9' n9'n9'n9'n9'n9' n9'n9'� 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3'-9' Dotted Lane Drop Line 2' 4' � 4' 2' 4' 1 4' 1 4' 2' 4' 2, 4' 1 4' 2' 4' 2, 4' 2' 4' 1 4' 2' 4' 1 4' 1 4' 2' 4' 1 4' 2' 6" 2'-4' Dotted Guide Line FORT WORTH CITY OF FORT WORTH, TEXAS PAVEMENT MARKINGS DETAILS SHEET 1 of 6 REVISED: 12-18-2020 32 17 23-D642 E- SHEET NUMBER 31 Taper = 150' --im— Taper = 100' / ! , r , , ! s. . 6 .I 15' 20' L 20' Double Left Turn Bay Markings 15' 20' 20' Through Lane Becomes Exclusive Left Turn 15' 20' 20' Through Lane Becomes Optional Left Turn FORT WORTH CITY OF FORT WORTH, TEXAS PAVEMENT MARKINGS DETAILS SHEET 2 of 6 REVISED: 12-18-2020 32 17 23-D642 6" Yellow Edge Line 18" Solid 6" Double Yellow Yellow virection of (ro�e1 -- Median or Island \\ 20 6" Double 6" Yellow Edge Line 450 Yellow Dtreotion Of Trove/ Pavement Markings For Traffic Separation 18" Yellow Hatch Line on 20' Center 6" Double Yellow 450 E _ Median Extension vE 6" White Edge Line erection of 1ro�e\ ((1«-4 -\ \ / In I A o `6" Solid White `6" Yellow Edge I Dire,l 40 tio' of Tr -let Pavement Markings For Traffic Flowing In The SameDirection 1 Typical Intersection 100' min. 2 Thru Lanes Plus Left Turn Lane, With Crosswalk 6" Double Yellow� 8" Solid While I IIIIII FORT WORTH CITY OF FORT WORTH, TEXAS PAVEMENT MARKINGS DETAILS SHEET 3 of 6 REVISED: 12-18-2020 32 17 23-D642 31 2023—OB-23 17 20 48, Lennon, Autumn Plotted, By 2023-06-13 14: 42 46 (D642-6) Last Saved k. \f[w_tp[e\061304609—sM1 114 et wOff Filename signal\cadd\steels\cfw d642 sWa d,,d.dwg + r O o f / f y 0 rt 3 D9 O m Dm 0 N � U - o / \ S I m m �_ 3 so m� 3A Z O y a 6, N q m MK0 0 0 Z� _ Cj) m m O od f °' v x I� IC o D w o /F � D$ rri D Fri j m -4 o m cp � N v 90 N) N no) 0 DAM.. A.9.et 23 i DESIGN: ALC>,`,%o�� ,23,2023 Klmley >)Horn w DRAM. F„ wo1FFCRosslNc Traffic Signal Improvements ,/.... e,o2_a;,,;,;;°,;,_6„r°�>E� w ^s2 a FBve CHECKED AA s KHA N0..0612765053 CFW STANDARD D642_1 TX-114 at Wolff Crossing.2^.[msE° i No Revision Dote —I CONTRAST CROSSWALK NOTES: 1. CROSSWALKS AND STOP BARS SHALL BE WHITE. 2. PREFORMED THERMOPLASTIC SHALL BE USED FOR ALL CROSSWALK PAVEMENT MARKINGS. 10' min. 24" Solid White Preformed Thermoplastic ` Pavement Marking 6" Solid Black -_- Preformed Thermoplastic Pavement Marking 3. PREFORMED THERMOPLASTIC MATERIAL SHALL BE SUPPLIED BY A MANUFACTURER LISTED ON TxDOT'S MATERIAL PRODUCER LIST (MPL). E FORT WORTH CITY OF FORT WORTH, TEXAS PAVEMENT MARKINGS DETAILS SHEET 5 of 6 vE REVISED: 12-18-2020 32 17 23-D642 CROSSWALKS WITH LONGITUDINAL LINES SHALL BE USED AT PEDESTRIAN CROSSINGS (MID -BLOCK CROSSINGS, NON -PROTECTED CROSSINGS,CUT-THROUGH MEDIANS. IN SCHOOL AREAS, AND PROTECTED CROSSINGS). 9' MN. 0 1O--T2. 0 — O VARIES,r �— —24' 0 o E3" - CROSSWALKS THROUGH MEDIANS SHALL O E� MAINTAIN A MINIMUM OF 72' 0 PAST THE MEDIAN NOSE OF MARKED C� CROSSWALK 48' 1 U24' MIN. CROSSWALKS ALONG SKEWED INTERSECTIONS SHALL PROVIDE MARKINGS PARALLEL TO THE ROADWAY IN BETWEEN WHEEL PATHS - STANDARD CROSSWALKS AND STOP BAR PAVEMENT MARKINGS E FORT WORTH �I vE _L I I 1Y MAX I r 1Y lir V V V V V V V V V V OF TRAVEL YIELD LINES NO ES 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THE CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MEET CURRENT CITY OF FORT WORTH SPECIFICATIONS 2. CROSSWALK MARKINGS SHALL ALIGN WITH THE CURB RAMPS IN ACCORDANCE NTH THE CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 0. THE CROSS AND RUNNING SLOPES WITHIN A MARKED CROSSWALK SHALL COMPLY WITH THE LATEST EDITION OF THE TEXAS ACCESSIBIUTY STANDARDS (TAS). 4. LONGITUDINAL CROSSWALK LINES SHALL NOT BE PLACED IN WHEEL PATHS. 5. FOR T.DOT MAINTAINED FACIUTES, REFER TO T.DOT PAVEMENT MARKING STANDARDS 6. CROSSWALK SPACING ASSUMES A 12 FOOT LANE WIDTH. REFER TO NOTE /4 IF LANE WIDTH IS NOT 12 FEET. 7. CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO THE INSTALLATION OF PAVEMENT MARKINGS CITY SHALL APPROVE PAVEMENT MARKINGS LAYOUTS AND LOCATIONS PRIOR TO INSTALLATION. 8. MARKINGS SHALL BE PLACED ONLY WHEN THE AMBIENT AIR AND PAVEMENT TEMPERATURE ARE A MINIMUM OF 60' FAHRENHEIT. 9. PREFABRICATED MARKINGS SHALL NOT BE USED. 10. TRANSVERSE LINES MAY BE USED AS DIRECTED FOR BRICK PAVER CROSSWALKS TO LEGALLY MARK THE CROSSWALK. TRANSVERSE ONES SHALL BE A MINIMUM OF 6' APART TO MEET CURRENT TRANSPORTATION CODE REQUIREMENTS. 11. MID -BLOCK CROSSWALKS WITH OR WITHOUT DECORATIVE PAVERS SHALL BE MARKED TO MEET CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. CITY OF FORT WORTH, TEXAS CROSSWALKS, STOP BARS AND YIELD LINES REVISED: 07-26-2021 32 17 23-D643 36 2023-08-23 17 20 51, Lennon, Autumn Plotted, By 2023-06-13 14:42 48 (D644) Last Saved k \ftw_"t'\061304609—sh 114 at Wolff Filename signal\cadd\sheets\cfw d642 standard dwg D� G� m 0 �T �m0 O_� p 9 0 U)D� Z m .) D fn Cf) - 3�MN1`�N��E NN---------�� pqR'- DAM.. August 23 i DESIGN: ALC 8/23/2023 �+s Kimley // Horn w DRAM. F„ woLFFcxoss�rc Traffic Signal Improvements e,oz_a;,,;,;;°,;,_e„r°�>En a sBv28 J CHECKED AA cFwsTANDARDn644 TX-114 at Wolff Crossing wsHe Hu n ne Oss No � Ex�G\ie Revision v Dote s KHA NO.. 0612765053 — — 2023-08-23 17 20 52, Lennon, Autumn Plotted, By 2023-06-13 14:42 48 (D645) Last Saved k \ftw_tPto\061304609—sh 114 at Wolff Filename signal\cadd\sheets\cfw d642 standard dwg O m m 3 C) m o � o A x O GA 2 Cn X CO G ■■■■■■■■■■ Hill I ���_ ■u■ o■uuo: w000■oo N ::::i ouuu■. e :::::............ ........... ...::..... ............ 11 :::::::::::r i::::::::.'■� - ■■■■■■ o MUM u. ouu, Joo�:::::: ■ :::::::�.d:::::: .......... •, is ■ I DAIS. August 23 i DESIGN: ALC 8/23/2023 Klmley >>Ho_rn 0 DRAM. F„ WOLFFCROSSINc Traffic Signal Improvements ,e,oz_a;,,;,;;°,;,_e,,; °B>En.� a FBv28 00 CHECKED AA CFW STANDARD D645 TX-114 at Wolff Crossing ne 096 No Revision Dote s KHA NO.. 0612765053 —I CW20-SR CW20SO-ID FLAGGER & FCW20-7A SIGN MAY BE REQUIRED ACCORDING TO REM CONDITIONS. VIE LANE MOIL TYPE 1 MO-5R BARRICADE DETECTOR 100' MIN L I X - X I_ X - LOCATION I - T B.110.1e. � { FLASHING AL — ARROW PANEL DAYTIME - FOUR LANE ROADWAY TYPE 1 BARRICADE DETECTOR LOCATION 100' MIN _ _ L _ _ X _ pK PAVED SHOULDER J I (PAVED SHOULDER CW205G-1D . . L • • • M KEIF PAVED SHOULDER PAVED SHOULDER ((66 I d SIG I FLOGGER k CORDING SIGN MAY BE R4-7b 7 REWIRED ACCORDING FIELD CONDITIONS, DAYTIME - TWO LANE ROADWAY CW2OSG-1D TYPICAL DETECTOR INSTALLATION NIGHTTIME - 1. CHANNEUZING DEVICES SHALL BE REFLECTOMMD. CW2OSG-1D CW2OSG-ID LCD( R91 IIOPoI .1'L. L� v cw20sc-10 T aalr M01% E KEEP cwzasc-10 CW20SG-,D-1D RI611T �" CW GSG-,0 R4-7b TYPICAL HANGING SIGNAL INSTALLATIONS ADVANCE WARNING CHANNEUZING DEVICES ARE OPTIONAL vE 12.-�'DI ENO POAD NOPK � G20-2 — (OPTIONAL) MAJOR STREET NAME V N1 ADCDRE55 9D8 STALE CW20SO-ID pert M GON-TRACTfM R20-3T MINIMUM DESIRABLE PER LENGTHS" SUGGESTED MAXIMUM SPACING H= DEVICE MINIMUM 9ON SPACING IPOSILU SPEED FORMULA [SFSF10' 11' OF12' T1II1 4T FSFT ON APER TANGENT A TANGENT X DISTANCE }0 150, 165, 180' 30' 60' 120' I 35 L - - 205' 225' 245' 35' 70' 160, 40 265' 295' 320' 40' 80' 240' 45 450' 495' 540' 45' 90' S20' 50 1500, 550' 600' 50' 100' 400' I 55 1550' 605' 660' 5W 110' 500' 60 L = WS 1600' 660' 720' 60' 120' 60V I 85 1850' 715' 780' 65, 130' 700' I 70 1700' 10' 840' 70' 140' 800' I ]5 750' 825' 900' 75' 150' 9. " TAPER LENGTHS HAVE BEEN ROUNDED OFF. L = LENGTH OF TAPER (FT.) W = WIDTH OF OFFSET (FT.) S = POSTED SPEED (MPH) RI�GFIT R4-]b FORT WORTH CW2OSG-ID CW2OSG-1D NAME ADDRESS MR( an CONTRACTOR OPEN THE CN Too, X X X 20-3T INIGHT N40, CHAIN EU➢NaG DEVICES SHALL BE REFLECTORIZED (OPTIONAL) FND ROAD MORN czo-z MO/X CW20SO-ID I�yy�LEGEND TYPICAL ADVANCE SIGNINGtia HEAVY WORK VEHICLE ® TYPE 1 BARRICADE ■ CHANNEUZING DEVICES FLASHING ARROW PANEL NOTES' 1. THE FLASHING ARROW PANEL MAY BE OMITTED MEN STATED ELSEWHERE IN THE PLANS, 2. TYPICAL CHANNEU➢NG DEVICE IS THE 28' CONE. PLASTIC DRUMS MAY BE USED IF APPROVED BY THE ENGINEER. METAL DRUMS SHALL NOT BE USED AS A CHANNEUZING DEVICE OR SIGN SUPPORT. 3. ADVANCE SIGNS AND BARRICADES SHALL BE IN PLACE WHEN SIGNAL CONSTRUCTION OPERATIONS ARE IN PROGRESS. THE CONTRACTOR MAY REMOVE ADVANCE SIGNS AND BARRICADES WHEN NO CONSTRUCTION OPERATIONS ARE UNDERWAY IF PERMITTED ELSEWHERE IN THE PLANS OBSTRUCTIONS OR HAZARDS AT THE WORK AREA SHALL BE CLEARLY MARKED AND DEUNEATED AT ALL TIMES. 4. ALL HOLES, TRENCHES OR OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY BARRICADES, UGHTS OR OTHER PROTECTIVE DEVICES, TRENCHES SHALL BE COVERED OR SURROUNDED 1WTH ORANGE PLASTIC CONSTRUCTION FENCE AS DIRECTED BY THE ENGINEER. 5. FLOGGER AND FCW20-7A SIGN MAY BE REQUIRED ACCORDING TO FIELD CONDITIONS. VEHICLES PARKED IN ROADWAY SHALL BE EQUIPPED WITH TWO STROBES HIGH LEVEL FLAGS AT CORNERS OF VEHICLE MAY ALSO BE USED. WORK OPERATIONS THAT REQUIRE WORK VEHICLE IN TRAVELED WAY 20 MINUTES OR LESS MAY USE CONES, HIGH LEVEL FLAGS AND STROBES AS ADVANCE WARNING DEVICES. CONES SHOULD ONLY BE PLACED AROUND VEHICLE. FLAGGERS MAY BE USED ON HIGH SPEED RURAL INTERSECTIONS. S. REFER TO THE LATEST EDITION OF THE TEXAS MUTCD FOR RESTRICTING PEDESTRIAN MOVEMENTS AROUND CONSTRUCTION ACTIWTIES. ANY METHOD USED TO DETOUR PEDESTRIAN AROUND OR THROUGH A CONSTRUCTION ZONE SHALL BE ADA COMPUANT. CITY OF FORT WORTH, TEXAS TRAFFIC CONTROL TYPICAL SIGNAL INSTALLATIONS REVISED: 07-14-2021 34 71 13-D660 39 E z vE TYPICAL SIGNS USED IN TRAFFIC SIGNAL CONSTRUCTION AREAS KE P gg• 14'R Y 7 e A9. Y --n R QHT R4-71, LETTERS - BLACK 24' X 30' SYMBOL - BLACK BORDER BACKGROUND - BLACK -WHITE REFL LIS}�II }� UI5•D,� - rR-1}t• �•�.. J OBSERVE 4-D 2' WARNING WARNING 4D 42 SIGNS 4D STATE LAW ::rc R20-3 LETTERS - BLACK 48• X 42• BORDER - BLACK BACKGROUND - WHITE REFL 1U¢' R 30' 14' V 1211/2 MILE ;e° DISTANCE PLAQUE 30' X 12' q'S I G H T 8•0 ALTERNATE LEGENDS 1 MILE6'C -ANC€-2 2' z° 1500 FTB'C '•a'• LO1SE B•0 1000 FT, 36' X 36' 'b'. 8'D LEFT1 CW20-51- LEGEND - BLACK BORDER - BLACK BACKGROUND - ORANGE REFL 500 6'C FT TYPE I BARRICADES BARRICADES SHALL NOT BE USED FOR 9ON SUPPORT. 2MIN., VARIABLE MAX I J (OPTIONAL) I TYPE I(R) 2' MIN., VARIABLE MAX. J •I 2%6 OPTIONAL TYPE I(L) FOR TYPE 1 AND 2 BARRICADES, BOTH SIDES OF THE RAILS SHALL HAVE REFLECTIVE ORANGE AND REFLECTVE WHITE STRIPING MEETING THE COLOR AND RETRO-REFLECTIVITY REQUIREMENTS OF DMS-8300 OR DMS-8310. )rR-I) B• NAME ro --' ADDRESS rD 30' CITY rD 3)5 STATE n X' CONTRACTORS G20-8 48' X 30' LETTERS - BLACK BORDER - BLACK BACKGROUND - ORANGE OR WHITE REFL..Wo� rR.1)4' 48— - II END 24 ROAD WORK e 4)r G20-2 LEGEND - BLACK 48' X 24' BORDER - BLACK BACKGROUND - ORANGE RER. AHEAD 18' 0 Y \CCW22 G-ID 38' X 38' LEGEND -BLACK CM-6P BORDER - BLACK BACKGROUND - ORANGE REFL Y LEGEND - BLACK BORDER - BLACK BACKGRWND - ORANGE REFL LEGEND - BLACK BORDER - BLACK BACKGROUND -ORANGE REFL TYPICAL SIGN SUPPORTS FIXED SUPPORTS PORTABLE SUPPORTS 6' TO 12' M V i 2'MIN. NOMINAL i 4'X4I 7 POST WOOD POST SIGN SUPPORT: FOR 36' X 36' AND SMALLER WARNING SIGNS, AND OTHER SIGNS HAVING AN AREA NOT EXCEEDING 10 SO.FT. NOMINAL a'xb• POST o46'PILAO.UE r WOOD POST SIGN SUPPORT: FOR 4B' X 48' WARNING SIGN. SIGNS ERECTED ON FIXED SUPPORTS SHALL BE AT A MINIMUM HEIGHT OF 7 FEET. EMBEDMENT DEPTH FOR WOOD SIGN SUPPORTS AND POST TYPE BARRICADES SHOULD BE 3 FEET MINIMUM, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. DRIVEABLE SIGN SUPPORTS MAY BE USED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. FORT WORTH 11 ROAD UTILITY WORK =__ ___ AHEAD AHEAD PAVEMENT [ROAD SERFAGE �12' MIN. 24' MA%. GEBERAL 1. ALL SIGN USAGE AND ERECTION SHALL BE IN STRICT ACCORDANCE WITH THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' (TMUTCD) LATEST EDITION. 2. THE CONTRACTOR SHALL MAINTAIN EACH SIGN AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL USE THE SIGN DESIGNS SHOWN IN THE STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS' (SHSD). ALL WORK ZONE SIGNS PROVIDED AND SHOWN IN THE TMUTCD BUT, NOT DETAILED IN THE PLANS MAY BE USED WHEN DIRECTED BY THE ENGINEER. 1. REFLECTORIZED SIGNS SHALL BE CONSTRUCTED OF SHEETING MEETING THE COLOR AND RETRO-REFLECTIVITY REQUIREMENTS OF DMS-8300 OR DMS-8310. 2. WHITE SHEETING. MEETING THE REQUIREMENTS OF OMS-8300 TYPE C (HIGH SPECIFIC INTENSITY) SHALL BE USED FOR SIGNS WITH WHITE BACKGROUND AND CHANNEUZING DEVICES. 3. ORANGE SHEETING, MEETING THE REQUIREMENTS OF DMS-8300 TYPE E (FLUORESCENT PRISMATIC), SHALL BE USED FOR SIGNS WITH MANGE BACKGROUNDS. 1. REGARDLESS OF THE TYPE OF SUPPORT USED. OR DURATION OF WORK. REGULATORY SIGNS SHOULD NOT BE ERECTED AT HEIGHTS LESS THAN 7 FEET ABOVE THE PAVEMENT SURFACE. THE CONTRACTOR SHALL FURNISH SIGN SUPPORTS USTED IN THE 'COMPLIANT WORK WOOD SIGN POST SUPPORTS ZONE TRAFFIC CONTROL DEVICE UST' (CWZTCD). SHALL BE PAINTED WHITE. 2 SIGNS MAY BE ERECTED ON PORTABLE OR FIXED SUPPORTS FOR USE ON CONSTRUCTION PROJECTS TO WARN OR GUIDE TRAFFIC THROUGH AND/ON AROUND THE ACTUAL CONSTRUCTION AREA. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SIGN SUPPORTS AND SUBSTRATE MEET CRASHWORTHINESS AND LENGTH OF WORK REQUIREMENTS 4. PORTABLE - SIGNS ERECTED ON PORTABLE SUPPORTS FOR USE ON CONSTRUCTION PROJECTS NORMALLY MEAN SIGNS WHICH ARE USED DURING THE DAYTIME TO WARN OR GUIDE TRAFFIC THROUGH AND/M AROUND THE ACTUAL CONSTRUCTION AREA, BUT AT THE END OF THE WORKDAY SUCH SIGNS ARE REMOVED. 5. PORTABLE SUPPORTS SHALL BE AS SHOWN ON THIS SHEET. SIGNS WITH PORTABLE SUPPORTS MAY BE USED FOR SHORT TERM, SHORT DURATION A MOBILE OPERATIONS. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF ONE (1) FOOT ABOVE THE PAVEMENT SURFACE. S. FIXED - SIGNS ERECTED ON FIXED SUPPORTS FOR USE ON CONSTRUCTION PROJECTS NORMALLY MEAN SIGNS THAT ARE TO REMAIN IN PLACE FOR BOTH DAYTIME AND NIGHTTME USAGE TO REGULATE, WARN AND WIDE TRAFFIC IN ADVANCE OF AND WITHIN THE UMITS OF THE PROJECT INCLUDING THE CROSSROAD APPROACHES. SIGNS ERECTED ON FIXED SUPPORTS SHOULD BE AT A MINIMUM HEIGHT OF SEVEN (7) FEET. 90u -PPORT WFIOHTS 1. WHERE SGN SUPPORTS REQUIRE THE USE OF WEIGHTS TO KEEP FROM TURNING OVER, THE USE OF SOME TYPE OF SANDBAG IS RECOMMENDED. THE USE OF PIECES OF ROCK, CONCRETE, IRON, STEEL OR OTHER SOLD OBJECTS WILL NOT BE PERMITTED. SANDBAGS SHALL ONLY BE PLACED ALONG OR UPON THE BASE SUPPORTS OF THE DEVICE AND SHALL NOT BE SUSPENDED ABOVE GROUND LEVEL OR HUNG WITH ROPE. WIRE. CHAINS OR OTHER FASTENERS. 1. WHEN SIGN MESSAGES MAY BE CONFUSING OR NO LONGER APPLY, THE SIGNS AND SUPPORTS SHALL BE REMOVED FROM ROADWAY AND SHOULDER, OR THE SIGNS SHALL BE COMPLETELY COVERED. TURNING SIGNS FROM MOTORISTS VIEW WILL NOT BE ALLOWED. MEN SIGNS ARE COVERED THE MATERIAL USED SHALL BE OPAQUE, SUCH AS HEAVY MIL BLACK PLASTIC. BURLAP SHALL NOT BE USED TO COVER SIGNS. SIGNS SHALL BE REMOVED UPON COMPLETION OF THE WORK. 2. DUCT TAPE OR OTHER ADHESIVE MATERIAL SHALL NOT BE AFFIXED TO SIGN FACE. CITY OF FORT WORTH, TEXAS TRAFFIC CONTROL TYPICAL SIGNS AND BARRICADES REVISED: 08-31-2012 34 71 13-D661 40 AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) NOTES 1. APS PUSHBUTTON STATIONS SHOULD BE LOCATED IN ACCORDANCE WITH THE nIRl�IM - ® nAWEDBN ® OF SECTION 4E.08 OF THE TEXAS MUTCD 2. APS PUSHBUTTON STATIONS SHALL COMPLY WITH THE US ACCESS BOARD'S y' RM00WEE WNW, yyyy�� RIIIM�IE 'DRAFT GUIDEUNES FOR ACCESSIBLE PUBUC RIGHTS OF WAY (PROWAG) SECTION R 306. m 19TIFME TIME IBYNE 3. APS PUSHBUTTON STATIONS INCLUDE A PEDESTRIAN SIGN, A PUSHBUTTON, ® DNMO�EE ® DIWONEE VITARROW AND AN AUDIBLE SPEAKER CONTAINED IN ONE UNIT TH THEHE FOLLOWING NTH LLOWING FEATURES I � MIrt ODC P$5 IIYI 60R MBC LL42FN:r 3.1. VIBRATING TACTILE ARROW WITi HIGH VISUAL CONTRAST 32 PUSHBUTTON LOCATOR TONE C� PUSH 3.3. SPEECH WALK MESSAGE FOR THE WALKING PERSON INDICATION TOUOSS TO 1001055 3.4. SPEECH PUSHBUTTON INFORMATION MESSAGE 35. V X 15' PEDESTRIAN SIGN 3:6. AUDIBLE TONE WALK INDICATIONS 3.7. AUTOMATIC TONE WALK INDICATIONS INSULINER SLEEVE N 3.8. AUTOMATIC VOLUME ADJUSTMENT 3.8. PUSHBUTTON MUST BE ADA COMPLIANT AND ACTIVATE BOTH THE WALK INTERVAL AND ACCESSIBLE PEDESTRIAN SIGNAL, R10 (RIGHT) RID-3e (LEFT) E AND LIGHT 1.. ACTUATION . EXTENDED BUTTON PRESS 3.11MICH CAN BE USED TO REGUEST A LOUDER PFIIJl'7Gift!t'(fW1LM WALK SIGNAL AND LOCATOR TONE HE 3.12. WEATHER SPEAKER PROTECTED BY A VANDAL RESISTANT SCREEN µla[ aou PERSPECTIVE NEW KEY-. 1 FACE PLATE 1/4--20 X 3/r LONG STAINLESS S1E0. SCREW 1/4-20 STAINLESS STEEL SCREWS PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ WASHER AND LOCK WASHER 6 PUSHBUTTON STATION DRILL AND TAP SHAFT FOR 1/4- DIAM. BOLT 8 DRILL AND TAP SHAFT FOR 51W WIRE GUIDE HOLE - ADD INSUUNER APS UNIT PROGRAMMING SETTING WHEN AT LEAST 10' APART REOULAR PUSH SPEECH MESSAGE 'WAIT' COUNTDOWN SPEECH MESSAGE Opp EXTENDED PUSH SPEECH MESSAGE WAIT TO CROSS (STREET BEING CROSSED) AT (CROSS SIDE STREET NAME)- APS UNIT PROGRAMMING SETTING WHEN LESS THAN 11 APART IREGULAR PUSH SPEECH MESSAGE 'WAIT' 1. INDICATION SPEECH MESSAGE (STREET NAME BEING CROSSED). WALK SIGN IS ON TO (STREET NAME BEING CROSSED) - (COUNTDOWN SPEECH MESSAGE I OFF "WAIT TO CROSS (STREET BEING CROSSED) EXTENDED PUSH SPEECH MESSAGE I TA (CROSS SIDE STREET NAME)' E - �I vE ®E/BFOGOB WW�a ATTACH SIGN TO FRAME ADAPTER - M11lL yy� RMGdM9 1/4-20 X 3/8- STAINLESS STEEL SCREWS (TYP.) ®BMf NM<HE IWN Duly ® oMrt ATTACH ADAPTER TO PUSHBUTTON STATION - 1/4- DIAMETER COUNTERSUNK ® ® HOLE 3/8- LONG FLAT HEAD SCREWS (TYP.) ro aross 9' R10-3a (MOD.) pEDESTRIAN PUSHBUTTON FRAMF MAPTER AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) y�FTAL PP CITY OF FORT WORTH, TEXAS ORT WORTH AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) DETAILS SHEET 1 OF 2 ISOMETRIC VIEW (S. PUSH BUTTON POLE SHOWN) DATE: 07-26-2021 34 41 10-D673 ol o SHEET NUMBER 41 WOOCIN_ TO ATO ATION (AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) - TEMPORARY UMBER STRAIN POLE) IOST 6' % 4° POST M717:qi - AM f{ W000 POLE INSTALLATION gLTERNATVE 3 (AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) - TEMPORARY TIMBER POLE) INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING. SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED KEY T FACE PLATE 2 1/4'-20 X 3/8' LONG STAINLESS STEEL SCREW 3 1/4°-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 LAG BOLT NTH WASHER 6 PUSHBUTTON STATION ] CONDUIT DIAMETER + 1/8' HOLE TiRU POLE 8 CONDULET 9 3/4' CONDUIT ID 3/4' IIOIIID-TITF RFX CONDUIT 11 ONE PIECE TWO HOLE CLAMP LAG BOLT I INSUUNER SLEEVE —PRE-DRILL (3) 1/4- WEEP HOLES IN Wo Polk NL IN T$ AL�ATION BOTTOMRADIUS OF CONDUIT DRIP L 8L1E6tlA1YE LOOP.P. REAM HOLES WITH DRILL BIT TO ELIMINATE BURRS. (AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) - TEMPORARY AMBER POLE) AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) FORT WORTH CITY OF FORT WORTH, TEXAS AUDIBLE PEDESTRIAN PUSHBUTTON STATION (APS) DETAILS SHEET 2 OF 2 DATE: 11-11-2013 34 41 10-D674 \ f e�so0 o0 II e� d RIVEF SIGN THROUGH SQUARE— G 1' BOLT WITH ALUMINUM WASHERS ON OUSTIDE. NYLOH—HERSHAILBERACED IN THE MIDDLE TO SEPARATE STREETNAME BLADES STANDARDMUTCD COMPLIANTSTOPSIGN STANDARD 2• SQUARE TUBING (REFERENCE SQUARE TUBING POST DETAIL) —.0.20-STEEL 2 BANDS PER SIGN BRACID:T STANDARD 24• WING BRACKEF NO PANEL SHALL E%TENDOVER THESTREETSDE. 19 MINIMUM T MINIMUM \ W W I I W W W y W y W y STREET NAME - POLE INSTALLATION j SLEEVE, TYPICAL FORT WORTH STREET NAME - POST INSTALLATION uE NOTES: 1. ALL POSTS AND ANCHRRS SHALL CONFORM TO ME STANDARD SPECIFICATIONS FOR HOT ROLLED CARBON SHEET STEEL. STRUCTURAL QUALITY ASTM DESIGNATION O AS]0 ]9. 2. ALL POSTS AND ANCHORS SHALL CARRY MINIMUM DERTFIMUE 80." PS TEED STRENGTH. O 3. ALL POSTS AND ANCHORS SHALL BE MANUFACTURED O FROM RAW STEEL FORMED AND WELDED ON ME CORNER PRIOR TO RECCMNG A TRIPLE COAT PROTECTION OF INUNE HOT -DIPPED, GALVANIZED ZINC PER AASHTO M-120 (0.8 OZ. PER SQUARE FOOT) FOLLOWED BY A O CHROMATE CONVERSION COATING AND A CROSS -CAKED Q POLYURETHANE ACRYLIC EXTERIOR COATING. THE TENIOR SHALL RECEIVE A DOUBLE COA OF ZING BASED ORGANIC COATNG, TESTED IN ACCORDANCE WITH ASTLH O OUTER SLEEVE B-117. 4. ALL TOP POSTS MUST BE CAPABLE OF FRACTURING AT O BOLT 9W POST TO WIER SLEEVE WITH A CORNER BOLT TIE POINT OF CONNECTION WITH A MOLE ANCHOR, WHEN IMPACTED. IN SUCH A MANNER THAT THE PIECE INSIDE OF O SURFACE TIE ANCHOR CAN BE REMOVED SO AS TO ALLOW TO RECEIVE A NEW TOP POST. O S. THE SHAPE OF Al POSTS AND ANCHORS SHALL BE 2• SQUARE AND STRAIGHT WITH SMOOTH TUBING WELDED IN ONE CORNER WITH A TOERANCE MAT PERMITS TELESCOPING OF THE NEXT LARGER OR SMALL SIZE. IN W INCREMENTS. 18' • C ALL ANCHORS SHAL BE I2 GAUGE WITH HOES THAT ARE FULLY ON CENTERS FOR AT UEAST THE TDP {E 61AMETER ME ANCHOR WHILE NG TRULY ALIGNED IN THE CFRTER OF TIE SECTION. ]. ALL TOP POSTS SHALL BE 14CENTERS GAVCE HOLES THAT • ARE PRE PUNCHED QU N TRULYFOR D I ENTIRE R ME LENGTH a THE POST AND TRULY ALIGNED IN THE CENTER � OF sEcnW. 8. STANDARD OUTSIDE CORNER RA IN SHALL BE V PLUS • OR MINUS W 9. SOONNSBTOOTB ATTACHED TO POST AT TIE DESIRED HEIGHT • 10. SON BLANK FOR 2 INCH POST INSTALL MOB FEDERAL SPEC. AWN. (LP/SP INSTALL 0.125 UNDRILLED) • NOMINAL TSIDE 11. 1 f01HT XIGHWAT GDTIIC'C' OR'B' (DEPENDING ONDMENSIWOUS LENGTH OF NAME) x .,x • 1 9[- R 1 9(- 12 SVEE NAME SIGN SHEETING BWHITE DIAMOND GRADE CUBED(DG3) WITH GREEN ETECTRO-OUT 2' • Y (EC) TRANSPARENT FILM AS AN OVERLAY OR AN APPROVED EDUAL. 2 x• X 2 x' 11 REFER TO DETAIL D}IG OF TIE TEXAS STANDARD 2 x• R 2 x• HIGHWAY SIGN DESIGN MANUAL FOR ADDITIONAL SPACING REQUIREMENTS SQUARE TUBING POST DETAIL CITY OF FORT WORTH, TEXAS DATE: 6-9-2015 SIGN POST DETAIL 34 41 30-D684 END ROAD c WORK ---�T �" AHEAD a. cwzo-lo ^ 48" X 48" IFlags- See note 1) o E O o ,• N o 5 v U Sm w a oF. :go J. mJ o Shadow Vehicle with y" TMA and high intensity rotating, flashing, o osciollatin g or rstrobe � lights.(See notes 4 & 5) .8Qo i€m 'o~go 0 '+' ♦ m 0 ✓, V V END ROAD WOR KK G20-2 48" X 24" TCP (1-40) ONE LANE CLOSED D 48" 'te 1 ) CW20-1D " AHEAD 48" X 48 IFIOgs- See ote 7) LEFT LANE cwzo-5TL CLOSED 48" X 48" CWI-6aT 36" X 36" (See note 7) Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe IIghts.(See notes 4 & 5) D x T VV`tj`tj END ROAD WORK T G20-2 48" X 24" 0 T uai I —41 il ®I I I ■ _ m cI'S.. -4R " X 48" a 3-IP X 24' note 2)A y■ _ U • • J c • • CWI-61T • • — 36" X 36" • • ISee note 2)A I� I�•�/ ,sa ■ 4L• CW1 -41- 48" X 48" • X X CW13-1P • MPH X • `® ote ISe not (See e 2)A ♦♦ � x i RIGHT LANE CLOSED y CW20-5TR 48" X 48" x i TCP (1-4b) TWO LANES CLOSED I LEGEND I® Type 3 Barricade ■ ■ Chonnelizing Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board Message Sign (PCMS) i Sign a Traffic Flow Q Flag Flogger Minimum Suggested Maximum Min imm DeBirobIT Spocinq f Suggested Posted Formula Taper Lengths ChanneIg of Sign Speed g Spacing Longitu0inal iE iE Devices X„ Buffer Space * 10, I 11' 12' On a On o -B' OffseilOffsetl0ff8et Taper Tangent Distance 30 2 150 165' I80II 30, 60, 120' 90, 35 L= W= 205 J 225'�245f 35' 70' 160' 120' 40 60 265 //I 295'� 320 /� 40' 80, 240' 155' 45 450 45' 90' 320' 195' 50 500, S50'� SOO 50' 100' 400' 240' 55 L=WS 550' 605' 660'I 55' 110, 500' 295' 60 600' 660' 720' 60' 120' 600, 350' 65 650' 715'1 780 I 65' 130' 700' 410' 840' 70' 140' 800' 70 700- 770' 475' 75 750' 825' 900' 75' 150, 900' 540' * Conventional Roads Only -W Toper lengths have been rounded off. L=Length of Toper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) TYPICAL USAGE MOBILE SHORT I SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES I. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol my be anitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW20-ID 'ROAD WORK AHEAD" sign may be repeated if the visibility of the work zone is less thon 1500 feet. 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If Workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle Ond TMA. 5. Additional Shadow Vehicles with TMAS my be positioned off the paved surface, next to those shown in order to protect wider work spades. TCP (1-4a) 6. If this TCP is used far a left lane closure , CW20-5TL 'LEFT LANE CLOSED" s ignb shall be used and chonnelizing devices shall be Dlaced on the centerline where needed to protect the work space from opposing traffic with the arrow panel DI wed in the closed lone near the end of the merging toper. TCP (1-4b) 7. Where traffic is directed over a yellow centerline, phomelizing devices which separate two-way traffic shoula be spaced on tapers at 20' or 15' if posted speeds ore 35 mph or slower, and for tangent sections, at 1/2S where S is the speed in mqh. This tighter device spacing is intended for the areas of conflicting markings, not the entire Work zone. A=*w o •done ,TiXuu Department o/Transportation pyep TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS WORK TCP (1 - 4) -1 8 4H EAD CW20-ID tcpl-4-18.dgn �cti: 48" X 48" (C)Tx0in mecmaer 1985 IF I age- 2-94 4-98 sr rsuaxs See note 1 ) 8-95 2-12 awrr I-9]s44 J]_N V 4■x ■ i 4 & 5) ■ ■ • • ♦ 1 END ROAD WORKa 4 4 N I I.-o G20-2 N c 48- X 24" ■ CW20-5TR 48" X 48' CWTO-IF 48" X 48" (Flags- TCP ( 1 -50) See note 1) ONE LANE CLOSURE _a (See notes 4 & f)� EXIT } a � I ES -I ■ • 48" X 42" • • o I • � • c s 1 See TCP(I-5o) for traffic control devices for lone c lOsure� 44 TCP H -5b) END ROAD WORK G20-2 48" X 24" See TCP(1-50) for advanc e warning signs for lane closure LANE CLOSURE NEAR EXIT RAMPS En ROAD G20-2 48" X g 4 4 is � H E ■ v r,F,•':, :C: ■ _ D ■ 164 (See n tes 4 & 5)- 4• ■ m • • •` n D WORK 4" 44 -2DT X 30 CW25-IT 4F X 48"A Channelizinq D t I LEGEND r— Type 3 Barricade ■ ■ Channelizinq Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMA) Troller Mountetl Portable Changeable Flash inq Arrow Board Message Sign (PCMS) .■. Sign � Traffic Flow Q Flog 0-0 Flogger Minimum Suggestetl Maximum Minimum D¢sircble Spocinq f Suggeste0 Spe edd Formula To Lengths Channelizinq SDac- q Longltudlnal iE iE Devisee .X. Buffer Space 10'I 11'I 12' On a On o „8. OffsetiOffset{Off6et Taper Tangent Distance 30 2 150'1 165' 180 30, 60' 120' 90' 35 L= 60 205'1225' 245' 35' TO, 160, 120' 40 265' 295 rI�320J 40' 80' 240' 155' 45 1450'1 495'I 540I 45' 90' 320' 195' 50 1500'1 550 /// 600 50, 100, 400' 240' 55 L=WS 550' 605 660' 55' 110' 500, 295' 60 600' 660 720' 60' 120' 600, 350' 65 650' 715' 7110' 65' 130' 700' 410' 70 1700'i 770' 840' 70' 140' 800' 475' 75 1750'� 825 900' 75' 150, 900, 540' 1F Conventional Roads Only tHE Taper lengths have been rounded off. L-Length of Taper(FT) WWidth of Offset(FT) S-Posted Speed(MPH) E TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY we I GENERAL NOTES 1. Flags attached to signs where shown, are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle syaool my D¢ quitted when stated elsewhere in the plans, or for routine mointenance work, when approved by the Engineer. 3. Channelizinq devices used to close lanes my be supplemented with the Chevron Alignment Sign placed on every other channelizing device. Chevrons my be attached to pIostic arms as per BC Stondords. 4. Shadow Vehicle with TMA and high intensity rotas inq, flashing, a6aillating or strobe lights. A Shadow VehiC1e with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without odversely affecting the performonce or Quality of the work. If workers ore no longer present but rood or work conditions require the traffic control to remain in place, Type 3 Barricades or other Channelizinq devices may be substituted for the Shadow Vehicle and TMA. 5. Additional Shadow Vehicles with TMAS may be positioned in each Cl osed lane, on the shoulder or off the be surface, next to those shown in order to protect a wider work Space. ■ ev ces a ■ 20' spacing ■ ■ See TCP(1-4a) for lone n I closure details if a p lane closure is needed to close a lane which is normally required i to enter the romp. 41112?OIRP-31� See TCP(1-Sa) for advance warfor lonesclosure TCP (I -5C) 48X 48 LANE CLOSURE NEAR ENTRANCE RAMPS nw& ,Texas Department of TransportationqIandilmd TRAFFIC CONTROL PLAN LANE CLOSURES FOR DIVIDED HIGHWAYS TCP(1-5)-18 MOM SIGNAL WORK MUD C'W20SG- I I 4 14 $ E•p 48' 48' 6 °a I X X SIGNAL I WORN AxuD «« I I CW20XG-I a u= g � � ` S I `•i B �_ 8 - C + RO + SIGNAL XDRN I ANFAD m N } u — Z AN �~ CW20%G-I 48' 48" I AN I AN A ® --See Note 8 a« Wg$ i I I I $+ + g x LANE CLOSED I I y CW20-5TR g5:k 6hi /8' x 48" tno r V I C V I o y x 51GXRL LOAN o+ 8.� CW20%G-1 48" 48' � p "t NEAR SIDE LANE CLOSURE c go SHORT DURATION OR SHORT TERM STATIONARY 'TT� R4-7 � 29" X 3G• $IGXAL s iT C/�<> i�NAD ' WORN AxuD ■ ■ 1CW20%G-1 Cw20SG-1 48" 48" ■I 48" x 48' a a C $IGNAI WORD AxuD �f7, �fT, slcxAL wDRX CN205G-1 MEAD 48" x 48• X CW20SG-1 98' x 48" x I � a a X I• L SIGNAL I x IC WORN AxuD I i CLOSED CW2x 0SG-1 CW20-5TR 48• x 48' I I 48' x 48' IC i LOSED X CW20-5TR 48' x 48• 1 ^ I � SIGNAL R LIa WDRx AHEAD CW20%G-1 48" 48" FAR SIDE RIGHT LANE CLOSURE SHORT DURATION OR SHORT TERM STATIONARY SIGNAL XDRN ANFAD Cw2OSG-I 1 SIGNAL 98• x 48' WORN CW2osG-I AREASrl 1 48" x 48• R4-7 vWIN 24 • x 30" WRRI / I •• a • �•_ _ �y _ • • _ _ _ — �> 10, mi n.t Is } As 10' min.= SIR F I %21• I ♦ `� Typical �■ \\yl-U/III TYDiCoI slcxAL 1 /� R4-7 WORN 5J' 24" % 30' AHEAD R4-7 «y SIGNAL 24" x 30" CW2050 -1 AxuD 48" x 48' � ;e20:`ae OPERATIONS 1N THE INTERSECTION SHORT DURATION SICUL WORK WORN AXMO Cw20SG-I 48• x 48• xF a 2J x SIGNAL WORN AxuD CW20SG-I 48' x 48' SIGNAL AHEAD xEAD CW o%G-I X 48" 48 a X LEFT y CLOSED X CW20-5TL 48" x 48" y EFT CLOSED X CN20%5% i 48' 48' � /A $IGRAL 4 /lJ\- NORR CW20!0-I 48" x 48' FAR SIDE LEFT LANE CLOSURE SHORT DURATION OR SHORT TERM STATIONARY LEGEND ® Type 3 Barricade AS AS Channe 11 zI no Devices Heat/ Work Vehicle Y ® Truck Mounted Attenuator (TMA) Trailer Mounted a Portable Changeable FlashI ng Arrow Boord Message Sion (PCMS) i Sion /M \(�1�' Traffic Flow Q Flog G-v Flogger 4lnimnl Suggaaied 4pXim"n 4iniman PostedeFormula Dsairable Taper Lengths Spacing of SI qA Suggested Chem Ling Longirudlnol iGNE Spacing Devl.sa Buffer Spore * 10' I I 12' affweHDff- ffaet %. On a On B. Toper Tp)gIC Distance 30 2 150'1165'1 180 I 30' 60' 120' 90, 35 L. WS 1205' 1 225' 245 60 35' 70' 160' 120' 40 295 320� 40' 80' 240' 155' 45 1265' 450.1 495I 540 I 45' 90' 320' 195' 50 150011 550�1600J 50' 1 TOO- 400, 240, 55 L•WS 1550' 605, 660/I 55' 1 110' 500' 295' 60 1 600 660' 720 J 6D' 120, 600, 350' 65 1 650' 7IS 780 II 65' 130, 700' 410' 70 1700'1 770' 840' To, 140' 800' 475' 75 1 750' 1 825' 1 90D I 75' 1 150, 900' 540' * Conventichol Roods Only Toper lengths have been rounded Off. L•Length of Toper(FTI WWidth of Offset(FT) S=Posted Speed(MPH) GENERAL NOTES 1. The minimun size Charm liziog device is the 28" cone. 42' Two- piece cones, drunel, Vertical panels of barricades will be rBQuir@d When the device must be left unattended at night. 2. Obstructions or hazards at the work area sholl be clearly marked and delineated at all times. 3. Floggers and Flogger Symbol (CW20-7) signs may be required according to field conditions. 4. Vehicles parked in roadway shall be equipped with at least two high intensity rotating, flashing, Oscillating Or Strobe type lights. 5. High level warning devices (flog trees) my be used at corners of the vehiC Is. 6. When work operoti Ons are performed on existing signals, the signals may be placed In flashing red mode when approved by the engineer. If existing signals d0 not have power, All -Way Stop (RI-1 and RI-3P) Signs may be implemented when approved by the engineer. 7. Far short -Term Stationary work the buffer Space 'B" from the abOVe table should be used if field conditions permit. For Short Duration (less than I hour) any buffer some provided will enhance the safety Of the setup. 8. The arow board at this ICoati on y be omitted for Short Duration workrma if the work vehicle has on arrow board in Operation. As on Option, the arrow board may be placed at the end of the Taper in the closed lane if space is not available at the beginning of the toper. 9. Signs and devices for the NEAR SIDE LANE CLOSURE may be of ter for o left lane closure by using o LEFT LANE CLOSED (CW20-5TL) and adding channel1 zing devices on the centerline to protect the work Space fr— ODDOsing traffic. WORKERS IN BUCKET TRUCKS SHALL NOT WORK ABOVE OPEN LANES OF TRAFFIC. SHEET 1 OF 2 AMP*- Tr. Opereflons sion ,Texas Department of T—Alporfatlon Standard TRAFFIC SIGNAL WORK TYPICAL DETAILS WZ(BTS-I)-13 WORK G20-5oP SIGNAL I BEGIN G20.5T ZONE 36' x 24' NOAD WORK 48 x 24' OWEV NORK w SIGNAL xrxT x NILES TRAFFIC W'"' AHEAD WORK FINES R20-ST SIGNS N AHTAD DOUBLE 36' x 36• STATE LAW G20-6T END CW20SG-I R I 48' x 30' - R20-SOTP R20-3T 48" x 48" 'i •• 36' x 18' 48" x 42- ROAO WORK -y CW20SO-1 o G20-X 48• x 48' X X X X WORK AREA 7 I' MAJOR STREE T \ - NOTES ` END t. Project signing as snort snarl ce in place g flOAD WORK Project aggro contract work is in progress. g OBEV G20-50P WORK BEGIN 36o x 18• 2. For closely adjoining projects, Oavance signing p g5 gpgqmqp 36' x 24• ZONE G20.5T ROAD WORK I may not be required n advonce of each Cm� slcns 48' z 24" NEXT A NIIES SIGNAL intersection, but only In advance of the STATE UW R20-5T TRAFFIC WORK interaecrtans at to project limits. Actual �Or 36' x 36' FINES AHEAD ..r1,1 /� SIGNAL locotione will be as directed by the Engineer. w$mR20-%T DOUBLE G20-6T VI`lf' MORK 48" 42" R20-SOTP 48' x 30' 3. Advance signs shall De removed when signal 36• x it CW20SG-1 AHEAD construction 48.1 48" CW2OSG-1 operations Ore no longer 48' x 48' under way, ds directed by the Emgieer. F 4. Warning sign spacing snort is typical for oath TYPICAL ADVANCE SIGNAL PROJECT SIGNING direnilane. 5. See the Table on sneet I of 2 for i FOR LONG TERM antl INTERMEDIATE -TERM STATIONARY WORK OPERATIONS morning sign spacing. YDicol HI4S GENERAL NOTES FOR WORK ZONE SIGNS REFLECTIVE SHEETING w S I. Signs shall be installed and maintained in o straight and plump 1. Al signs shall be retroreflecitve and constructed of sheeting meeting ` COhdi Li on. the requirements of the DAIS and color usage table Shown anthle Sheet. g`� 2. Wooden sign poets shall be Pointed white. SIGH SUPPORi WEIGHTS 3. Barricades Shall NOT be used as sign supports. I. Weights used to keep signs from turning over should be sandbags w filled with dry, cohesion less maser ion. W$ 0 4. Noils shall NOT be used to ottoeh signs to any Support. r`. The sandhogs will be tied shut t0 keep the sand from spit ling and L 5. AlAsigns Shall be installed in accordance with the plans or as to -inroIn a contort weight. `o y directed by the Engineer. x 3. RcakT ted fare, Iran, steel on Other salsa objects will nc1 be X YX O 6. The Contractor shall furnish the sign design ~ in the plans on perm,i�ea for use as sign support we opts. IY E m In the Standard Highway Sign Designs for Texas- (SHSO). 4. Sandbags should weigh a minimum of 35 Ibs and a maximum of 50 IDS. <gp} 7. The Contractor shall furnish sign Supports and substrates listed in N F the Compliant Work Zone Troff is Control Device List' (CWZTCD), 5. Santlmg snail ce made Of O quranle eater sal that tears upon c x O Installed as per the Ianufxrurer's recpnmenari ons. vehi culor Impact. RuDDer, such as Tire Inner tubes, shalhot be used. B. Temporary signs that have damaged or cracked "strotes and/or 6. Rubber ballasts designed for ehannelizIng devices should not be used da cged Of marred reflective sheeting shall be replaced as for ballast an portable sign supports. Sign supports designed and direcd Dthe tey Engineer, manufactured with rubber bases nay be used When shown on the CWZTCD list. 9. Identification markings may be shown only an the back of the sign substrate. The maximum he of letters and/or company logos used 7. SandDogB shall only be placed along on laid over the Dose supports far idenrifi cation and l be I'. Of ie iraffis control device and steal l ncY De 6uspende0 above ground level or hung with rope, wire, chains o' other fosters. Sondboga to. DOW 0 Wood Dusts shall be replaced. splicing mood posts shall be placed along the length of the skids to weigh down to will Ot De allowed. sign support. DURATION OF WORK 8. Sandbags steal I NOT De placed under the skid and shol I not be used to level sign supports placed an slopes. I. Work zone durations are defined •n Part 6, Section 6G.02 of the Texas Manual on Uniform Traffic in Devices (TMIUTCD). LEGEND SIGN iiOUNTING HEIGHT J- IType Sign 1. Sign height ofLong- term/ Interned i ote-term warning signs shall be as ■■ Chan-lizing Devices shownanFigure 6F-1 of the TMUTCD. ® 3 Barricade 2. Sign Sigh! of Short-term/Short Duration warning signs shall be o8 shown on Figure 6F-2 of the TWrcD. DEPARTMENTAL MATERIAL 3PECIFICATIONS 3. Revelatory signs shall be moulted at least 7 feet, but hot mare than 9 set, above the coved surface regardless of Work duration. SIGN FACE MATERIALS DMS-8300 REINING OR COVERING FLEXIBLE ROLL -UP REFLECTIVE SIGNS I DMS-8310 1. When sign messages m0, be confusing or do not apply, the signs COLOR UBA�B SHEET[NG MATERIAL snail be removed of completely covered, unless other ri Be approved by the Engineer. ORANGE BACKGROUND TYPE BFL OR TYPE CFLSHEETING 2. When signs Ore covered. the material used shall be opaque. such OS heavy mil black plastic, M other materials which well cover WHITE BACKGROUND TYPE A SHEETING the entire sign face and maintain their opaque Prom ties under Ourgmpbi le headlights at night without damaQi hq the sigh sheeting. BLACK LEGEND 6 BORDERS ACRYLIC NON -REFLECTIVE SHEETING Bur lap, Or heavy materials Such as plywood or aluminum sh011 not De used to cover signs. 3. Duct tope Or other adhesive material shall NOT be affixed to a Only pre -qualified products shall be uSed. A copy of the sign face. 'Compliant Work Zone Traffic Control Devices List" (CWZTCD) describes pre -qualified products and their Sources and may 4. Sighs and anchor stubs shall be removed and hales bock filled upon be found at the following Web address: completion of the Work. http:/Ayww.txdot.gov/lxdot_li brary/publications/construction.htm SIorWAEK cl-agEo CROSS HERE 119-1 loR 24,'rr�h,,z 1/2. a V 4 I -See ary Traffic Barrier Note 4 below fWork Area im11) 10' Min. 4' Min. (See Note 7 below) I T T T T T T 1 SIDEWALK DIVERSION SIDEWALK SIDEWALK CLOSED CLOSED Gnus♦ s- R9-9 R9-11 OIL 24" z 12' 24' x 12' L' p J li Work Area SIDEWALK DETOUR CWxosG-1 48' x 48' SIGNAL y 4 WORK AHEAD L 1 a r I II� I RcQ F___ CWII-2 see Note 8 S36'ee x to SIDEWALK CLO ED See Note 6 CROSS HERE R9-'x 1 24' x 12' SIDEWALK teEwAEx apxEp CLOSED ss NrsE 24' 12' R9-9 24' x 12• CW11 -2 SIGNAL AHEAD See x to See Note 6 WORK AHEAD CW16-9P 24• x 12' ,n, V W ` CW16-7PL 24• x 12' /Work Area / 1 Q •I I kh CW205G-1 48' x 48" - , a 4wwwww w ww-e, 124,-,I OD13 12" USE OTHER SIDE IN CW20SG-1 "� 48" x 48' CROSSWALK CLOSURES PEDESTRIAN CONTROL I. Holes, trenches or other hazards ShOlI be odequately protected by covering, del ineatin, or surroundsnq the hoZord with orange DIOst sc pedestrian fen, tug o' IOngitucinol chonelizing devices, or as directed by the Engineer. 2. 'CROSSWALK CLOSURES- as detailed above will require the Engineer's approval prior to Instal lotion. 3. R9 series signs shown may be placed an supports detailed an the BC standards Or CWZTCD list, Or Men fabricated from approved lightweight plostic substrates, they may be mounted an top of a plastic drum at or near the 000tton Slaws. 4. Far speeds less than 45 morph longitudinal Channelizing devices may be used instead of traffic barriers Men opproved by the Engineer. Attenuation of blunt ends and sntollotich of wafer filled devices shall be as per BC (9) and manufacturer's recamEndotions. 5. Location of devices we far general guidance. Actual device spacing and location must be field adjusted f0 meet actual conditions. 6. Where pedestrians with vieal di sobslities normally use the closed sidewalk Detectable Pedestrian Barricades should be used instead of the Type 3 Barricades shown. T. The width of existing sidewalk should be maintained if prmticol. 8. Pavement Markings far mid -block crosswalks shall be paid far under the opprapriate bid items. 9. When crosswalks or Other pedestrian facilities Ore closed or relocated, temporary fonilities Shall be detectable and shallinclude accessibility features consistent with the features present in the existing pedestr ion foci)ity. SHEET 2 OF 2 AM** Trmmc Od""'o ,Arse Department of Transportation StenAaNns TRAFFIC SIGNAL WORK BARRICADES AND SIGNS WZ(BTS-2)-13 wzDt s-13. Ogn x: ixpOT c :ixpOT ow: T.DOT cx:T%DOT (DT40T April 1992 2-96 10-99 s 7-13 s 4.911 3.03 sure. a L 6 6" ygyggS F mif W oxv His H.- go" 6:F eSo `op eS b c 'g. T I Adis Give Us A Work BRAKE CW21 Area -IT 48" X 48" (See Note 3) I I I I I I T i -& Project I Limit Signs 01 4 LWorking For You Give Us A I BRAKE J 20-7T 6" X 48" (See Note 6) 1 or i1192" % 96" (Optional- See Note 7) Give Us A Work BRAKE Area CW21-1T 48" X 48" (See Note 3) I I I I I I T i Project Limit Signs I � Giv�s I BRAKE CW21-IT A i 48" % 48" DIVIDED HIGHWAY UNDIVIDED HIGHWAY SIGNS ARE SHOWN FOR ONE DIRECTION OF TRAVEL iE When the opt tonal larger WORKING FOR YOU GIVE US A BRAKE (G20-7T) 192" z 96' sign Is required, the locations shall be noted elsewhere in the plans. SUMMARY OF LARGE SIGNS GALVANIZED pRILLED BACKGROUND SIGN SIGN REFLECTIVE STRUCTURAL SHAFT STEEL COLOR DESIGNATION SIGN DIMENSIONS SHEETING S O FT ILFI 24" DIA, Size 1 2 (LF) Orange G20-7T BRAKE 96" X 1." Type -FL or 1,32 Orange G20-7T °h'• a' ^ 192" X 96" Type BFL or CFI BRAKE 128 W8x18 16 17 12 ♦ See Note 6 Below DEPARTMENTAL MATERIAL SPECIFICATIONS LEGEND PLYWOOD SIGN BLANKS DMS-7100 i Sign ALUMINUM SIGN BLANKS DMS-7110 iJ. Large Sign SIGN FACE MATERIALS DMS-8300 <13 Traffic Flow COLOR USAGE 8H8B7'INO MATERIAL ORANGE BACKGROUND TYPE Bra OR TYPE Ctt BLACK LEGEND a.BORDERS NON -REFLECTIVE ACRYLIC FILM GENERAL NOTES 1. See BC and SMD sheets for additional sign support details. 2. Sign locations shall be approved by the Engineer. 3. For projects more than two miles in length, Give US 0 BRAKE signs should be repeated halfway through the project. The Give Us 0 Brake (CW21-IT) may be used for this purpose. 4. Work zone speed limits are sometimes used in Conjunction with GIVE US A BRAKE signing. See BC(3) for location and spacing of construction speed zone signing when required. 5. Give Us a Brake (CW21-IT) signs and supports shall be considered subs; di or to Item 502, "Barricades, Signs and Traffic Handling." 6. The 96" X 48" Working For You Give Us A BRAKE (G20-7T) may use a 1/2" or 5/8" plywood substrate or 0.125" al urminum sheeting substrate and may be supported by two 4" X 6" wood posts with drilled holes for breoKowoy as per BC(5) and will be subs idiory to Item 502. 7. The Working For You Give Us A BRAKE (G20-7T) 192" X 96" sign shall be paid for under the following specification items - Item 636 - Aluminum Signs Item 647 - Large Roadside Sign Supports and Assemblies. Item 416 - Drilled Shaft Foundations 8. All signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual Shall be shown in the plans or the Engineer shall provide a detail to the Contractor before the sign is manufactured. ��. OTrafnt perations Texas Department of 7Flrtuipotation Standard WUIKK LUNL "GIVE US A BRAKE" SIGNS WZ(BRK)-13 nL•Aurk-13. 4Vi ": ljp01 � 11101 o.1 r%DOT ce.TxDOT TXWT AuW19951995 s-91 5-98 7.17 /-96 3-03 1 1 1 46 »o Warning sign and rumble strip sequence in opposite direction by iS Some as below. a, i 'g L u£o w 0 0 iiu` � 0 L sg .go« m$o , b AP jib mg� c12 Rumble Strip TABLE 1 Flogger to • of Rumble Flogger ADT Strip (Length of Work Arrays Areal • < 4,500 > 4, 1 1/8 Mile 500 2 1/4 Mile I < 3,500 1 • > 3,500 2 • 1/2 Mile I< 2,600 1 I I Mile I< 1,600 1 • > I , 600 2 > 1 Mile N/A 2 ■ • N C • • JSee note 8 ••• 4h6. Array I b�E (See note 1) ---.1� b o I °1g« W. :tg« o YO J Rumble Strip Array (See note 1) The second Rumble Strip Array is required when the ADT thresholds in Table 1 indicate y y the need for 2 0 0 Arrays. o o I in in J WZ(RS-Ic) Rumble Strip Array (See — — note 1) Rumble Strip Arrays ♦ (See — — note 1) L L a a 0 V17-2T X 48" ee note 2) :W20-ID 18" X 48" WZ(RS-Ib) ♦ x x RUMBLE STRIPS AHEAD CW17-2T x 48" X 48" (See note 2) RUMBLE STRIPS ON ONE -LANE RUMBLE STRIPS FOR LANE CLOSURE TWO-WAY APPLICATION ON CONVENTIONAL ROADWAY GENERAL NOTES LEGEND I. Each Rumble Strip Array should ® Type 3 Borricooe • • Chcnnelizing Devices consist Of three rumble strips spaced r—pty Truck Mounted center to center at the spacing shown IJ))/ Heavy Work Vehicle ® Attenu°tor (TMA) in Table 2, placed transverse across Troiler Mounted Portable Changeable the lane at locations shown. Flashing Arrow Panel M Message Sign (PCMS) 2. The CW17-2T "RUMBLE STRIPS AHEAD" i Sign a Traffic Flow 8 ign Should be Icoated after the Q Flog 0-0 Flogger CW20-ID "ROAD WORK AHEAD sign and spaced as shown. If traffic is Observed to be queuing, or is Mlnimm Sugg*"*o Moximun ex petted to queue beyond the RUMIe �aiY°bl• Sixlno of M151 Suppeatea Strips, the CW17-2T sign and the Spee0 Formula Toper Lenpinn Channelizfng Spx �mq LangitWinot first Rumble Strip Array may be * 11' Dev tcea .x. Buffer Spxe located upstream of the CW20-ID )o I 11 � 1z On ° x ° Disromee B Off4eHOfisNlOffae Toper TMgenr sign as necessary to provide 30 z 150'1165 I 1so I 30, 60' 120' 90, neeced warning. 3�, NS 205' 225/ 245 1 35, 70' 160, 120' 3. Temporary Rumble Strips will be 40 60 265'295I 32040' 80' 240' 155' considered subsidiary to Item 502, 45 450'1495'1540 1 45' 90' 320' 195' and snoll be a product listed on the 50 500'1 550 600/I 50' 100' 400' 240' Caro 17 nt Work Zone Traffic Control 55 550'1 605' 660' 55, 110, 500, 295' Devices. L•WS 60 6.0 720' 60' 120' 600' 350' 4. Remove Temporary Rumble Strips before 65 650'1 715 780 65' 130, 700' 410' removing the advanced warning signs. 70 700' T70' 840' 70' 140' Boo' 475' 75 750'1825' 900' 75' 150' 900' 540' 5. Temporary Rumble Strips should not be Used on horizontal curves, loose Conventional Roads Only prove l,soft or bleeding asphalt, )E)E Toper lengths have been rounded off. heavily rutted pavements or unpaved Surfaces. L•Length of ToDer(FT) WWidth of Offset(FT) S•Postetl Speed(MPH) 6. Temporary Rumple Strips shall be instal led and maintained as TYPICAL USAGE per manufacturer's recommendotions. MOBILE SHORT SNORT TERM INTERMEDIATE LONG TERM 7. This stontlord Sheet shall be used DURATION STATIONARY TERM STATIONARY STATIONARY in conjunction With other appropriate TCP standord, TMUTCD typical application or project specific detail for the project. S. The one -lane two-way opplicotion may utilize a flogger, on Automated Flogger ♦ Signs are for illustrative purposes only. Signs Assistance Device (AFAD) or a Portable required may vary depending on the TCP,TMUTCD Traffic Si gnoI (PTS). Typical Application, or project specific details 9. Replace defective Temporary Rumble for the project. Strips as directed by the Engineer. * For posted speeds in excess of 65 MPH, it is reconmended that spacing is increased as speed IO.Temporery Rumble Strips may be used limits increase. Increasing space between rumble on freeways or expressways boxed on Strips Will improve effectiveness. eng ineerinq judgment and written direction from the Engineer. Zwfik D /wflon TABLE 2 ,Texas Department of Transportation �pdp y Approximate distance Speed between strips in an array TEMPORARY RUMBLE STRIPS < 40 MPH 10• > 40 MPH & 15' s 55 MPH WZ (RS) —22 • 60 MPH 20' ru z 22.dr 1ou ix DOT c,:TxDOi - T.DOT c TaDOr QT,DOr Noveeber 2012 2 65 MPH )E 35' • 2-14 1-22:� 4-Is wm4 ro LLtcJ Arm ROUND POLES POLYGONAL PODS Length DB D24 D� I thk Ds D� D I (bundatio O thk D1e p1e � Type ft. in. in. in. in. in. In. in. in. 1n. in. 20 10.5 7.8 7.1 6.3 .179 11.5 8.5 7.7 6.8 .179 30-A 24 11.0 8.3 7.6 6.8 .179 12.0 9.0 8.2 7.3 .179 30-A 28 11.5 8.8 8.1 7.3 .179 12.5 9.5 8.7 7.8 .179 30-A 32 12.5 9.8 9.1 8.3 .179 12.0 9.0 8.2 7.3 .239 30-A 36 12.0 9.3 8.6 7.8 .239 12.5 9.5 8.7 7.8 .239 36-A 40 12.0 9.3 8.6 7.8 .239 13.5 10.5 9.7 8.8 .239 36-A 44 12.5 9.8 9.1 8.3 .239 14.0 11.0 10,2 9.3 .239 36-A qg 13.0 10.3 9.6 8.8 .239 15.0 12.0 11.2 10.3 .239 36-A Arm ROUND ARMS POLYGONAL ARM Length L, D. Dx P' thk L, D, 2O DZ O thk ft. ft' in. Rise in. in. ft. in. In. in. Rise 20 19.1 6.5 3.8 .179 1'-9" 19.1 7.0 3.5 .179 1'-8" 24 23.1 7.5 4.3 .179 1'-10" 23.1 7.5 3.5 .179 1'-9" 28 27.1 8.0 4.2 .179 1'-11` 27.1 8.0 3.5 .179 1'-10" 32 31.0 9.0 4.7 .179 2'-1" 31.0 9.0 3.5 .,79 2'-0" 36 35.0 9.5 4.6 .179 2'-4" 35.0 10.0 3.5 .179 2'-1" 40 39.0 9.5 4.1 .239 2' -8" 39.0 9.5 3.5 .239 2'-3" 44 43.0 10.0 4.1 .239 2'-11" 43.0 10.0 3.5 .239 2'-6" 48 47.0 10.5 4.1 .239 3'-4" 47.0 11.0 3.5 .239 2'-9" Ds Po I e Base O.D. D z - Arm End O.D. Die Pole Top 0.0. with no Luninoire L, - Shaft Length and no ILSN L - Nominal Arm Length ON Pole Top O.D. with w/out Luminaire ILSN D. Pole Top O.D. with Luminaire DI Arm Base O.D. 1Q Thickness shown are minimums, thicker matericls nay be used. 02 D2 may be Increased by up to 1" for polygonal arms. Nominal Arm Length - L See "Tenon Detail" "Slip Joint Detail" 90• 'I ^sue oI`F:•-tr 'See (;N2 --- _-_-----_- _----- _- - - - -_- _ LI - - - - - - ______ Mast arm Note: The am shall be fabricated straight with - connection - the unloaded rise measured as shown. See Sheet 1_C,� TRAFFIC SIGNAL ARM Arm - (Fixed Mount) 0Luninaire See Sheet "Lum-A" See Sheet"MA-D" __Detail A -D30 See ILSN Arm Connection- Sheet See Sheet MA-C(ILSN)' Nom Arm L qth -11-DD �(8 ) Detail o Nominal Arm Length - L B or C i A A See Sheet "SNS" 3•_g Brooke 3•-0• rac a 3, 0, _ Assert ly - AseenblY I El Paso St lJ� -4+I c 6 0 0 c �? $ (I)Threaded Coupling for _ x Troff is SiArm o a c c '-- CGB Connector g "ARM set See Sheet RMA-D" I c n See COUPLING DETAILS" Sheet 2 of 2 Detail D,E or F z o TABLE OF DIMENSIONS • A • Arm Length 2q' 28' 32' 36' 4 u Arm Type IME 10' 11' 5 See Sheet Crown of Road "MA-D" , Foundation STRUCTURE ASSEMBLY STS-SFD heet SHIPPING PARTS LIST Ship each pole with the following attached: enlarged hand hole, pole cap, fixed -arm connection bolts and washers and any additional hardware listed in the table. 30' P0108 With Luminaire 24' Poles With ILSN 19' Poles With No Lumino re and No ILSN Naniral Above hardware plus: One A^^ or two If ILSN attached) Above hardware Length shall hand hole, clamp -on plus one smolt See note above simplex hand hole ft Designation Quantity Designation Quantity Designation Quantity 20 20L-80 205-80 20-80 24 24L-80 245-80 24-80 28 28L-80 285-80 28_80 32 32L-80 325-80 32-80 36 36L-80 365-80 36-80 40 40L-80 405-80 40-80 44 44L-80 1 445-80 44-80 48 48L-80 485-80 48-80 Traffic Signal Arms (I per Pole) Ship each arm with tiie listed equipment attached Type I Arm (1 Signal) Type IL Ann (2 Signals) Type III Arm (3 Signals) Noninol Arm 1 CGB connector 1 Bracket Assembly 2 Bracket Assemblies Length and 2 CGB Connectors and 3 CGB Connectors ft Designation Quantity Designation Quantity Designation Quantity I 20 20I-80 I 24 24I-80 24I2-80 I 28 28I-80 28II-80 I 32 32II-80 32=L-80 I 36 36II-80 361TT-80 I 40 403=-80 I 44 44III-80 I 48 487SI-80 Luminaire Anne (1 per 30' pole) Nominal Ann Length Quantity 18' Arm I ILSN Ann (Max. 2 per pole) Ship with clamps, bolts and washers Nominal Arm Length Quantity 7' Ann 19' Ann (Anchor Bolt Assemblies (I per pole) Anchor Anchor I Each anchor bolt assembly consists of the following: Bolt Bolt Diameter Length Top and Bottan templates, 4 anchor bolts, 8 nuts, I I/2„ 3.-4„ Quantity 8 flat to. and 4 nut anchor devices (Type 2) per Standard Drawing "TS-FD". 1 ;'4" 3'-10" 1 Templates nay be removed for shipment. ( SHEET 1 OF 2 8/23/2023 Texas Deportment of Transportation Traffic Operaff" avisim eH1$HE K 2a09s TRAFFIC SIGNAL Al EH�- SUPPORT STRUCTURES SINGLE MAST ARM ASSEMBLY (80 MPH WIND ZONE) SMA-80(1)-12 (E)TOOT . v°ur 1995 IT i LLN� . 179" thickness Is permissible for Tip Section 6'-O'(Min) 1'-0' (Maxi Min Lap 1 equals 1.5 �, timse female L 4 Dia holes and Note: A slip joint is 1- Di. 9a1y A307 bolt. permissible for arms Tack weld nut to thread 40' and greater in projection after making length. The slip joint joint. Repair damaged shall be made In the galvanizing in cocardance Shop, but may be match with Item 445, "Galvanizing" marked and shipped disassembled. SLIP JOINT DETAIL VIBRATION WARNING Most Arms of SMA and DMA structures and clamp -on Arms of LMA structures of approximately 40 ft or longer are subject to harmonic vertical vibrations In light wind conditions due to the aeroelastic characteriat of a few of the myriods of possible combinations of the following: signal numbers, weights and posittons; existence/solidity of bookplates: presence of additional attachments to the arm, such as signs and cameras; arm -wind orientation; and arm -pole stiffness. 2' Soh Such vibrations may cause fatigue damage to the structure antl may lead to galloping in m Berate 40 pipe wind conditions which may further damage the structure and alarm the public. Tests have Indicated /\End Plate %" thick min. that when wind is blowing toward the bock side of signal heads having un-vented bookplates attached shape to match am the probability of un000eptable harnonto vibration and/or galloping is rather high. V A� If bookplates are not required for Improved visibility they should not be applied to the signal ime heads or, f they et be applied, they should be vented as a first and inexpensive measure to mitigate vbrations. 2. 375" The traffic signal moat arms shall be visually Inspected In 5 to 20 mph wind conditions after b �-3 installation of signal heads and any attachments, Inc ludinq any required backpates. If vertical Vmaven 3� sots with a total excurs ton (maximum upward excursion to maxiam downward excuraton) of more 6, than approximately 8" are observed at the arm tip, a damping plate shall be fitted to the arm. See "Damp inq Plate Mounting Detoils" on stantlard sheet, MA-DPD-10. TENON DETAIL This visual inspection shall be repeated after each modification of the structure that could affect Its aeroelastic response. Excessive vibrations shall not be allowed to continue for sore than two days. Stainless steel bands (or Cables) and cast bracket as in "Aetro-Broc", "Sky Bracket" or "Easy Bracket" with Diu Threaded Coupling. BRACKET ASSEMBLY Second longitudinal Weld is Weld for MA-1 polygonal arms if Dl exceeds 10" MA-1 MA-1 qQ 4 Longitudinal Sean Wald oust be oriented within the lower 90" of the signal arm. ARM WELD DETAIL (D 60% Min. penetration 100Y. pemetration within 6" of c lrcumferentiol base welds. • �� MA-2 L t I/z /4 MA-2 Dia Threaded IA Coupling ARM COUPLING DETAILS GENERAL NOTES: Design conforms to 1994 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals and Interim Specifications thereto. Design Wind Speed equals 80 mph plus a 1.3 gust factor. Poles are designed to support one 8'-0" 1uminalre orm, one 9'-0" Internally lighted street name sign and one traffic signal arm with a length as tabulated. The specifietl luolnaire Ioad applied atthe end of the lamina ire arm equals 60 lb a vartloal dead load pus the horizontal wind load on an effective projected area of 1.6 aq ft. The specified Internally lighted street none sign load applied 4.5 ft from the centerline of the pole equals 85 Ibe vertical dead load plus horizontal wind load on an effective projected area of 11.5 sq ft. The specified signal load applied at the end of the traffic signal arm equals 180 Iba vertical dead load plus the horizontal wind load on an effective projected area of 32.4 sq ft factual area times drag coefficient). See Standard Sheet "MA-D" for pole detalla, "MA-C" for traffic signal arm connection details, "MA-C (ILSN". for Internally lighted street name sign arm connection details, "LUM-A" for Iuninaire arm and connection details, "SNS" for Internally lighted street name sign details, and "TS-FD" for anchor bolt and foundation details. See "MA-C" for material specificat Ions. Fabrication shall be in accordance with Item 686, "Traffic Signal Pole Assemblies (Steel)" and with the details, dimensions, and weld procedures shown herein. Weld references call for preopproved weld procedures which the Fabricator must obtain prior to fabrico+i on. Materials, fabrication tolerances, and shipping practices shall meet the requirements of this sheet and Item 686, "Traffic Signal Pole Assemblies (Steel)". Unless otherwise noted, all parts shall be galvanized In accordance with Item 445, "Galvanizing", after fabrication. Deviation from the details and dimensions shown herein require submisslon of shop drawings in accordance with Item 441, 'S+eel Structures". Alternate designs are not acceptable. SHEET 2 OF 2 Texas Deportment of Transportatlon Traffic Opw.N— DMalm TRAFFIC SIGNAL SUPPORT STRUCTURES SINGLE MAST ARM ASSEMBLY (80 MPH WIND ZONE) SMA-80(2)-12 ()TxDOT Auausi 1995 1 "01 58S FOUNDATION DESIGN TABLE TYFDN PE DRILLEDSHAFT REISTEELING EMBED!EHTEXAS CT NE R EE qA ER ANCHOR BQJ_BODTSIGN FOUNDATION DESIGN OO DIA VERT SPIRAL hl(1WW¢/f BOLT Fy CIR ANCHOR MOMENT SHEAR TYPICAL APPLICATION BARS & PITCH 10 CS 40 DIA (ksi) DIA Ty PE K-ft KIDS 24-A 24' 4- *5 A2 at 12" 5.7 5.3 4.5 )'4" 36 12 Yl 1 10 1 Pedestal pole, pedestal mounted Controller. 30-A 30' 8- u9 #3 of 6' 11.3 10.3 8.0 1 1/2" 55 17" 2 87 3 Most arm assembly. (see Selection Table) 36-A 36' 10- @9 u3 at 6" 13.2 12.0 9.4 1 j'4" 55 19" 2 131 5 Mast orm assembly. (see Selection Table) 30' Strain Dole with or without Iuminaire. Most arm assembly. (see Selection Toblel 36-B 36' 12- *9 03 at 6" 15.2 13.6 10.4 2" 55 21" 2 190 7 Strain pole taller than 30' & strain pole with most arm 42-A 42" 14- #4 #3 at 6• 17.4 15.6 11.9 2'/455 23• 2 271 9 Most arm assembly. (see Selection Table) FOUNDATION SELECTION TABLE FOR STANDARD MAST ARM PLUS 1LSN SUPPORT ASSEMBLIES (ft) FDN 30-A FDN 36-A FDN 36- i MAX SINGLE ARM LENGTH ;2• 48' N w 24' X 24' o N I 28' X 28' MAXIMUM DOUBLE ARM I 32' X 28' 32' X 32' i LENGTH COMBINATIONS I 36' X 36' m; I 40' X 36' 44' X 211' i MAX SINGLE ARM LENGTH 36' 0 24' X 24' ww ze• x ze• MAXIMUM DOUBLE ARM LENGTH COMBINATIONS 32' X 24' i I c; I EXAMPLE: )•For 80mph design wind speed, foundation 30-A can support up to a 32' arm with another arm up to 28' 2- For 100mph design wintl speed, foundation 36-A can support a single 36' 1 — 1/4" thk. min. Circular Steel Top Template Heavy Hex a o Nut ITyp) O m 2 Flat Washers L per Anchor Bolt L c d L L O t n m o y y S Type I G L N w� • Type 2 0 1 o.a 3 R _ A,-rThickness - n d/4 (inch) min. I U I %2" in 2 Sides Circular Steel Bottom Template (Typ) (Omit bottom tplate for FDN 24-A1em HOOKED ANCHOR NUT ANCHOR (TYPE 1) (TYPE 2) ANCHOR BOLT ASSEMBLY OB Orient anchor bolts orthogonal with the fixed arm direction to - ensure that two bolts are in tension under dead mood. 44' X 36 44' Traffic Signal Pole B FOR 42-A c L / L g -r L L N w 0 32' X 32' .. 36' X 36' Use overage INvolue over 40' x24' 40' X 3rj' the top third Of the 44' x 3 "'. ed Shaft. Ignore the #oD l' of soil. Span Wires Luminoire Arm (optional) Sway CaDI@J Anchor bOli6 t0 be C roDDro imately orients, so that two bolts are in tension from the Span Wire loads. TYPICAL STRAIN POLE ASSEMBLY ILSN r Supporting Arm Arml(oire Arm (optional) ref TYPICAL MAST ARM ASSEMBLY NOTES: O Anchor bolt design develops the fountloiion capacity given under Foundation Design Loads. Q Foundation Design LOOCS are the allowable moments and shears at the base of the structure. 0 Foundations may be listed separately or grouped according to similarity of location and type. Quantities are for the Cantroctor's informotion only. Q Field Penetrometer readings of o depth of approximately 3 to 5 feet may be used to adjust Shaft lengths. 0 If rock is encountered, the Drilled Shaft shall extend a minimum of two diameters into solid rock. © Decimal lengths in Design Table are to allow interpolate on for Other penetrometer Val ueS. Round to nearest fact for entry into Summary Table. ANCHOR BOLT & TEMPLATE SIZES BOLT 0 DIA BOLT TOP BOTTOM BOLT R2 RI IN, LENGTH THREAD THREAD CIRCLE %' 1' 6" 3" — 12 )^4' 7 1/s• 5 1 V2' 3•_4" 6" 4" 17" 10" 7- I %" 3'_10., 7" 4 1/2" 19" 11 '/4" 7 ).4• 2" 4•_3" 8" 5" 21' 12 1/2" 8 %2' 2 %4" 4'-9" 9" 5 I/2' 23. 13 i'4" 9 1/4•• QT Min dimensions given, longer bolts are acceptable. Conduit I Steel T—Iote t with holes % " gf@ater than bolt diameter Bond anchor bolts +o — a' Spiral rebor cOge, two .e %q:• I OCa+ions using w3 Vertical Dor or w6 copper Bars jumper. MBchan i cal connectors shall De UL Bolt Circle Listed for concrete Diameter encasement. TOP VIEW 1/4 • to %2' Of bolt shank shall \ project above + 1 concrete Circular Steel y Conduit (See Layout Sheets for diameter. Orient as directed by the Engineer. 1 or 2 required) a\ Vertical Bars (See Design Table for size & number). Spiral, 3 flat turns top & I flat turn bottom. (See Design Table for size & Di ti 9mpIote u S Temporary) "5. uc: � o@ OL � n ,--Anchor BOIL -Circular e Stee I Vertical bars m10y rest � .—TT uma -I On bottom of drilled hole if moterial is firm enough ELEVATION to do so when concrete is placed. FOUNDATION DETAILS FOUNDATION SUMMAF LOCATION ANC FDN NO.IDENTIFICATION @L011 /ft. TYPE EA 24-A T-4 1 10 136-A I P-1 1 10 124-4 1 6- P-2 1 10 124.4 1 6. P-3 1 10 124.4 1 6* P-4 1 10 1 1 I I I I I I 124.4 1 1 I I I I I I 1 6* 1 1 I I I I I I 'Y Tj X(ILLEI 30-A ISLE (D SHAFT LENGTI (FEET) 36-A 36-B 13 U 42-A I I I I I I TOTAL DRILLED SHAFT LENG}HS 1 24- 13 GENERAL NOTES: 'SUBSIDIARY TO ITEM 3441 1012 Design conforms to 1994 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals and interim revisions thereto. Reinforcing steel shall conform to Item 440, "Reinforcing Steel". Concrete shall be Class "C". Threads for anchor bolts and nuts shall be rolled Or Out threads Of SUN series up to 2" in diometer or UNC series for oil sizes. Bolts and nuts Shall have Class 2A and 2B fit tolerances. Galvanized nuts shall be tapped after galvanizing. Anchor bolts that are larger than 1" in diamit@r Shall Conform t0 "alloy steel" Or "medi un-strength miltl steel" per Item 449, "Anchor Bol+s". no or balte that Ore 1' in diameter Or less Shall CanfOrm to ASTM A36. Galvanize a minimum of the top end thread length plus 6" for all onchor Dolts unless otherwise noted. Exposed washers and exposed nuts shall be galvanized. All galvanizing shall be in accordance with Item 4 45, "Galvanizing" Templates and embedded nuts need not be galvanized. Lubricate and tighten anchor bolts when erecting the structure in accordance with Item 449, "Anchor Bolts". QGround rod shall protrude a minimum of leond I o ma xiinum Of 2" above the finish grade of the foundation. Make connections to ground rods occording to NEC. Ground rod clamps shall be listed for their intended purpose. MODIFICATIONS• Q ADDED GROUND ROD TO FOUNDATION DETAILS (9/15) 8/23/2023 ../ Tronowtollon rrarnc oce�ormns arvrs�on � CENSE a=p TRAFFIC SIGNAL POLE FOUNDATION TS-FD-12 (DAL) 0 5/8• Did. x 10' Copper Clad Ground Rod L T%DDT Auqu 1995 �+ � �+ F 1 xc.a,a�s WIT s2� les I . At EtiSb NominoI Arm Length - LF (50' TO 65'> /{See "Plate We10 Detail"� See "Slip Joint Detail" 90 / 1 Ll Di __Q Poles Handhole Nominal Arm Length - LC l44' Max, 5ee Sheet 2 Of 5 Detail D, E, } &2 (See "Plate Weld De+ail' F or G Rise i O 1 2 1 1 6 a Most arm 8• N,ox Built -up box connection - Note: The or shall be fast iCOteO Straight with C011necti0ll- 4eeof5r5me@t } Nate: The arm Sh011 de fabricated the unlootl rise measured as shown. See Sheet Wiih O 20' Or greater radius 3 Of 5 Within 8' of the base SO OS Min. Radius • 20' to produce the unloaded rise measured as shown. FIXED MOUNT TRAFFIC SIGNAL ARM CLAMP -ON TRAFFIC SIGNAL ARM (IF REQUIRED) See Sheet 3 of 5 for Arm Rise Q See Sheet 4 of 5 for Arm Rise and Clamp -on Arm Details Luminaire Arm - �—See Sheet "Lum-A" �See Sheet 2 Of 5 -Detail A n D �p See c ILSN Arm Connection - See Sheet 4 of 5 Nan Arm Lath ZhoftS (8 ) .= ILSN Arm Connection - See Sheet 4 of 5 Nominal Arm Length - LF Bracket Bracket Bracket AssemDly� ABBembly� Assembl J Detail B Or C See Shan — SNS" I I PBSO $ L- Nominal Arm Length c .(� Traffic Signal Arm _ _ See Above Detail l) `` .r El P850 St o - LC Brooks Assembly �.yY _ ® ® ® d ® Traffic Signal II c - Arm See Above c 'c ®a EE Detail I 6 z E Z � ' �We ther Head Y (Supplied g m c by others) p w -"�v B in L." m -C, t Eg[. I p I C, _ o _ z io 0 c o Crown of Road �D•y+�- Crown of Road .. 5 ELEVATION (Showing fixe d mount arm) MODIFICATIONS• p NOT USED ©REPLACED TENON DETAIL WITH PLATE WELD DETAIL.(2/12) ® REVISED MINIMUM SIGNAL HEIGHT.(3/12) 4Q REMOVED "MA-D" REFERENCE.(2/12) ® REMOVED TABLE OF DIMENSIONS "A".(2/12) Foundation h`\VAV/,'� 5ee Sheet 3 of5 �118'-0" W/a clamp -on arm La L118'-9" w/ clamp -on arm LC STRUCTURE ASSEMBLY ❑© Foundation See Sheet 3of 5 End Plate %- thick min. shape to match arm Arm ® REMOVED CGB CONNECTORS.(2/121 - NOTE, - 8 REMOVED THREADED COUPLING Pole manufacturer shall drill V2" 0 Hole FOR CGB CONNECTOR.(2/12) %:' hole in bottom of most arm at end plate .izinq) MA-3REVISED THE ELEVATION OF (for hot -dip gal vgr ® ACCESS COMPARTMENT.(3/12) PLATE WELD DETAIL ELEVATION (Showing clamp -on a GENERAL NOTES: Design conforms to 1994 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals and Interim Specifications thereto. Design Wind Speed can be either 100 mph or 80 mph plus a 1.3 gust factor. If clamp -on traffic signal i8 required, designs are based on on arm included angle of 90 degrees or more. Angles of less than approximately 75 degrees will require a special design. Poles ore designed to support one 8'-0" 1uminaire arm, two 9'-0" internally lighted street name (ILSN) signs and two traffic Signal arms with limited length combinations. Each arm with its related attachment IS shown below Arm Equivalent DL Q WL EPA 5 6 8' Luminolre Arm Luminaire 60 Ibs 1.6 sq ft 9' ILSN Arm Sign 85 Ibs 11.5 sq ft 50' to 65' Signal Loads 52 sq f+ Fixed Mount Arm 310 [be rmUp to 44' Signal Loads 32.4 sq ft Clamp -on A180 Ibs Equivalent dead loud plus horizontal wind load applied at the end of arm except ILSN arm, which applied 4.5' from the Centerline of the pole. © Effective projected area (actual area times drag coefficient) for the application of horizontal wind load. Except as noted in Sheet I ihru 5 of 5, other details not covered shall refer to St ondard Sheet "LUM-A" for Iuminaire arm and co nnot+ion details, "SNS" for internally lighted street name sign details, and "TS-F D" for anchor bolt and foundation details. Fabrication shall be in accordance with Item 686, "Traffic Signal Pole Assemblies (Stee 1)" and with the details, dimensions, and weld procedures Shown herein. Weld references call for preapproved weld procedures which the Fabricator must obtain prior to fabrication. Material, fabrication tolerances, and shipping practices Shall also meet the requirements of ihi&V Sheet and Item 686, 'Traffic Signal Pole Assemblies (Steel)". Unless otherwise noted, all parts Shall be galvanized in accordance with Item 445, "Galvanizing" after fabrication. Deviations from the details and dimensions shown herein require submission of shop drawings In accordance with the Item 441, "Steel Structures". Alternate designs ore hot acceptable. Installation of damping plate for the long mast arm is not recommended. Provision Of the bracket assembly used to support the traffic Signal heads sh011 be under the direction of the Engineer for approval. . 239" thickness is permissible for Tip Section 6'-0"(Min)-17'-0"(Max) Min Lop equals 1.5 times femole /' Note: A S ip joint is 4 ./y4'" Dia holes and permissible for arms I- T Dia poly A30T bolt. 50' and greater in Took weld nut to thread length. The slip joint projection after making shall be made in the joint. Repair damoged shop. but may be match galvanizing In accordance marked and shipped with Item 445,"Gclvanizing". disassembled. SLIP JOINT DETAIL(FIXED MOUNT ARM) Design also conforms to NCHRP Report 412 for fatigue reSI Stance except that there Ore no stiffeners ai the base plate. TxDOT is con0uctinq tests to determine if stiffeners at the base plate will or will not result in Optimal performance; depending upon the results of the tests, poles may need a retrofit to ensure optimal fatigue performance. Texas Deportment of Transportation If TRAFFIC SIGNAL SUPPORT STRUCTURES LONG MAST ARM ASSEMBLY (50 TO 65 FT) (80 AND 100 MPH WIND ZONE) Sheet 1 of 5 LMA (1) -12 (DAL ) [ TxDOT J,lyy 2000 ,wF mw 1 nr xAa ,n! I 53- IJ s�~ Zinc die cast Or See "Detail F" for Alum. or Colv. Metal alternate Pole Cap Cap with min. of 3 D fief SCreWS ha did Hack for hanging wire io �« rt Clamp 1 . Luninoire Arm I DETAIL A (for pole with I minaire) Pole MD-4 Hantlhole x 1/K Frans " 8 5 % M1 OTton DETAIL H ThreOtletl Strap 2mnc die cast or " aia Hook jh" x 1' C Min Al un. or Galy. Metal for hanging wire (Typ) Cap with min. of 3 set SCrewB— D I w�l x6" � of 4"I.D. �Handhole - dia bolt or screw _ Clamp -on arm for ILSN. See Sheet 3 Of DETAIL B (If ILSN applied) %" did Hook %" did Hook (optional) (Optimal) — Fixed mount orm See Detail H for .x Hod hole We 10 Is Hantlhole cover 12g min. %" dio Dolt or screw Hantlhole Frame- R %" x 2 min. Clamp -on arm A A 2" aia threaded door most - 2 pe DETAIL D dossemo Iyt arm (for 30' pole with I minoire and ILSN sign) -� i I Access Comportment MD-3 — 1i6 x�" N I Base J1 — Plate pole diameter I 21' Bottom of Base Plate POLE ELEVATION DETAIL C See Detail "F" for alternate Pole Cop Hook for wire —Fixed mount arm- -See Detail H for Hantlhole Weld Han hole cover 129 in. �I dio bolt or screw lontlhole Frome- !% x2min. C of 4"x 6" I. D. Hantlhole Clamp -on arm- 2' did threaded coupling - 2 per r dual most arm DETAIL E a66emb 1y (for 24' pole with ILSN sign and ho I uminai re, single or dual most arm) Too and slot Ring, OD x 2'/z' > / A-36 MOD 50 /Bock plate /S x 4 /z x 1 _g •�• steel Strip M-1020 or Sheet A-569 MD-5 i4T 12 circuit 600 volt compression Type HD terminal block •8-32 12 req'01 mtg. holes \ `- BPhil. Pon HD. screws, for optional \1 \ w8-32 x I 6 circuit i self -tap Type terminal :,r 27" stainless steel block 14 req'dl w10-32 ' mtq, holes f for Iwinaire 1/2' clearance double fuse hole for copper D lock (see ground connector notes 3 & 4) Tab 4" no/ 4 �' 4" x 6" hand hole opening MATERIALS Round Shafts or ASTM A595 Gr.A, A588, Al 008 HSLAS Gr.50 Class 2, Polygonal Shaf+t�7 A1011 HSLAS Gr.50 .Mass 2, A572 Gr.50 or A1011 SS Gr.50 9 Plates(7) ASTM A36, A588, or A572 Gr.50 Connection Bolts ASTM A325, or A449 except where noted Pin Bolts ASTM A325 Pipe 7 ASTM A53 Gr.B, A501, Q A1008 HSLAS-F Gr.50, A1011 HSLAS-F Gr.50 Misc. Hardware Galvanized steel or stainless steel or as noted Q ASTM A572, A1OO8 HSLAS, A1011 HSLAS, A1008 HSLAS-F, Al 011 HSLAS-F, or A1011 S$ my hove higher yield strengths but shall hot have less elongation than the grade indicated. © ASTM A1011 SS Gr.50 shall also have a minimum elongation of 18 percent in 8 inches Or 23 percent in 2 inches. Material thickness in excess of those stipulated under Af Oil 55 Will De acceptable providing the material meets all other A1011 SS requirements and the requirements of this item. Burndy eKC22J12T13, Blackburn TTC, ACCESS COMPARTMENT or approved equal. Will accept 4-x8, D19.5 or D20.25 Book plate Coces ompartmeni 2-e6 or 1-m4 max. r, .1jk• Split IOCkwasher, See 'Detail A" / �/z Stoi nless SlotSee Detail J for regular '/4' dio Pole CaP J-Bolt 'A \ & Nut.. \Hex. 13NC \p_q stainless„ SECTION Y-Y COPPER GROUND DETAIL J CONNECTOR Tab'/4" d I a �,X 6 x Y1s out SECTION B-B �'' peneMin. ion Opening for access compartment Shall De no more than ''/s• #o'/z" '' R %" to %z" /4. R -..,e. 12" Clio �2" tli0 Bar for m v Bar for hanging hanging ACCESS COMPARTMENT NOTES: y wire and J-BOIt Y wire and Zit I. The cover Shall be One piece formes from ABS plastic, Shall be a pearl gray color, and Shall be suitable for expOSUYe t0 harsh Sunlight and attachment ot%chmen# extreme wea+her. Cover shall latch with two Screw latches and Shall fit tightly to the enClosure ring t0 Create a rainproof seal. Latch screws + shall be 1/4-20 Stainless flat Socket head Screws With tamper proof _ feature. 2. The pole manufacturer Shall provide With each pole o Separate kit m O sting Of: One cover With iWp latching assemblies, -32 terminal San strips (Marathon w985GP12CU or approved equal), four 8-32 x I '/4" tan of I self totype "F" stoinless steel pon head screws, ono one ground e Plate A — connector (Blackburn TTC, Burnay KC22J12T13, or Ilsco 555-5). A The traffic signal contractor Shall install the kit i#ems in the field. 3. The screw hole spacing on the enclosure back plate Shall be for Bottomof two Marathon #985GP12 terminal strips, one Marathon-985GP06CU Base Plate terminal strip, and one Bussmann •BM6032B fuse block. DETAIL F DETAIL G 4, Install one Bussmonn •BM6032B, Littelfuse •L60030M-2C, or Ferroz-Shawmut a30352 fuse block for poles where luminaires ore (for 20.25' pole with no ILSN (for 19.5' pole with no ILSN to be installed. �Ry3•+1� `(�Y ' \ X Th/c., i 2ycA "' 1 t.—Bolt Circle -� MD �2 Y4" ■ 5 %z' 34" Slot BASE PLATE sign and no Iummnamre, sign and no lummnamre, dual most arm) single most arm) permissible 2na long itutl final seam weld MD-2 180• opposite to 1st A5 1/4 seam weld REVISED THE ELEVATION OF I ACCESS COMPARTMENT Fixed /r punt Arm 45• 2" a i o 2" did threaded 45 threaded Coupling coupling NPSL 2 per threads dual most _1 O9 arm Pipe asselria ly Plug Pole f Clamp -on Am SECTION A -A POLE COUPLING DETAIL 9O Lwili#udinol seam weld must be Oriented within 90• (45• rotation each side) along the fixetl mount arm. 60% min penetration required, 100X penetration within 6' of circumferential base weld. Texas Deportment of Transportation If TRAFFIC SIGNAL SUPPORT STRUCTURES LONG MAST ARM ASSEMBLY (50 TO 65 FT) (80 AND 100 MPH WIND ZONE) Sheet 2 of 5 LMA(2)-12(DAL) 1 nOl.00 rc.msiaszmom H'4 Weld other side to\ % Side Gusset Plate � I 2 Optional drainage holes I % � Did inside box,( Top Gusset Plate Arm )�(( S+iffener V Reinf _ — — ) Stiffener' pia Rook — — — — — —� I IODtional) .p Arm Mounting Plate --` ,. I Reinf Bo Pole Mounting Plate I' Radius Slot Stiffener • x� �fbo+h �� sitlesl _ 17I 111 4' Dio 1( — `—FL MOet Arm I 110 1e in Po1e 11 rr —, mTIIIjr — —_ _ 2 %2 Did hole in PL 11 1 Side Gusset h Ye Plate u Weltl Other side to I Bottom GUSSet Sitle Gusset Plate s I Plate 4" x 6" I.D. �s Handhole required if Pole ILSN or 11 Deburr holes anal offset 1 Iumjncir-e as Shown for drainage arm applied Or wire access 2- �i' dim optional OrOinOq@ holes. 3" Min. clear distance from the edge of adjacent 4" did hole BUILT-UP BOX CONNECTION 28" '116 �6 x Y. / See Detail "K'� 2' 2" Reinforcing / Stiffener / 1'4' Side Gusset E / � �I _ in — — — I' Dip h a ole I — • of Bottom + — N N Gusset plate If I Arm St 1ffener 2'-5' -74" PL v � 4 REINFORCING STIFFENER 2'-4" 2' _ _I %" Plate — ARM STIFFENER (Cut to match arm inclination and taper) -/,4' thick Min. Heavy Xex Circular Steel y 2 Flat Top Template Nut (Typ) Washers Der C .o Anchor Bolt --(Optional weld splice v— i• Side Gusset 2 o + — d !/ w c r N w O J f O 0 c e _Type 2 o c J 0 0 m _ " thick Min. — 2 Sides Circular Steel (Typ) Bottom Template Typ NUT ANCHOR 2' (TYPE 2) penetration pony. ANCHOR BOLT ASSEMBLY SECTION C-C Arm Stiffener I e 1 %2' Dio Connection Y Bolts N 1t CTrp\e N 2A� � Q) —Arm d Mounting / Plate 2- IL OMost Arm SECTION D-D Provide Detail shown in SECTION F-F or equivalent 100% complete joint Penetration weld from both sjales. 4✓ "4-.-. F F Only 4" length at tip of Arm Stiffener requires a complete joint penetration weld. Smooth we la radius to connect Stiffener. Only o fj l let weld is required for the remaining weld length. DETAIL 'K w E Mast Arm SECTION F-F Steel Template with - hOles I grBat@r than bolt dj=ter 9 Bolt Circle D i amleter TEMPLATE DETAIL Fr xea ROUND POLES(I3) Mount D Foundo+ion Arm L r De D,9.5 D.'. D,,w ['Ink Type ft, jn. in. in. in. n. 50', 5' 21.0 18.2 17.6 1 65' 6.8 .3125 48-A 60', 6 Fixed ROUND ARMS 13) Mount L, D, D2 Yl hk Arm Lr Rime ft . ft. in. in. in. 50 49 18.5 11.7 .3125 3'- 3" 55 54 18.5 11.0 .3125 Y - 7' 60 59 18.5 10.3 .3125 3'-11' 65 64 18.5 9.6 .3125 4'- 4' D e Po I e Base O.D. 9.5 • D 1POIe Top O.D. with ne Luminoire and no ILSN (single most arm) D 20.26• Pole Top O.D. with no Luminaire and no ILSN (dual most orm) D24 Pole Top O.D. with ILSN w/out Luminoire DTm POI@ Top O.D. with Luminoire DI Arm Base O.D. D z Arm End O.D. L, Shaft Length Lr Fixed Arm Length ©Thickness shown is minimum, thicker materials may be used. 13 Shaft profile 16-sided or I8-sided is considered to be equivalent to round section. GENERAL NOTES: Built-up Box Connection: For the welded arm -to -pole connection as a build -UP box configuration rllustratetl here Is an exomple only, fabricators ore required to submit a shop drowing of box connection for approval. The Crowing Shall specify the details of each box element, welds of arm -to -pole CornsC+jon, arm-#O-Dl ate Spoke( connection, and arm rise creoti0n. Specify the proper Ixotion of drain holes along the pole. 2 if2" dia hole in the pole mounting plate and 4" dia hole in the Pole need to be oligned for wiring access or droinoge. Arm stiffeners cut to match arm inclination and taper shall also be me laded. The deviotion from flat for either arm or pole mounting plate Shall not exceed 3/11 in., which is measured along the center of mounting ploie to o radial distance of 13.5 in. The deformed -from -flat connection between arm and pole mounting plates shall not be allowed if the center of both mounting plates cannot contact directly. Fixed mount details are used for single most arm ossemblies and for the first arm on duol most orm assemblies. FOUNDATION DESIGN TABLE REINFORCING DRILLED AF EN -ft ANCHOR B T DESIGN FOUNDATION FDN DRILLED STEEL 16 . 1 8 1 DESIGN IS TYPE SHAFT DIA SPIRAL TEXAS Ci d ETFI TER hln,Wp/f} ANCHOR BOLT F y BOLT CIR ANCXOR LOAD jp1,lENT SHEAR TYPICAL APPLICATION �VERT BARS & PITCH 10 1 40 DIA (ksrl I DIA TYPE k-ft Ki Ds 48-A 48" 20 •9 •4 at 6" 21.9 19.5 14.7 I 2 1/2" 55 27' 2 490 10 50' to 65' Most orm ossembly. SEE SHEET "TS-FD' FOR ADDITIONAL DETAILS. 14 Anchor bolt design develops the foundation capacity given Under Foundation Design Loads. 15 Foundation Des j qn Loads are the allowable moments and shears at the base of the structure. I6 Field Penetrometer reodings at a depth of approximately 3 to 5 feet may be used to adjust shoft lengths. 17 If rock is encountered, the Drilled Shof+ shall extend a minimum of two tl jameter5 into solid rock. 18 Decimal lengths in Design Table are to allow interpolation for other penetrometer values. Round to nearest foot for entry into Summary Table. ANCHOR BOLT & TEMPLATE SIZE Bolt Dio Length TOD Bottom BOIL R2 R, jn, * Threc Thread Circle 2 %2' 5'-2- 10" 6 %2" 27- 16" 11.. t Min dimension given, longer bolts are acceptable. Texas Department of Transportation TRAFFIC SIGNAL SUPPORT STRUCTURES LONG MAST ARM ASSEMBLY (50 TO 65 FT) (80 AND 100 MPH WIND ZONE) Sheet 3 of 5 LMA M -12 TxmO xv stone 000 Iwx • 4ax xruury r cwm:luo, o• xm,w r,2 I I , �'ul fi> oa- fi g«F S�O xEh g�« W€sg m �•o 3 `4840 gcP °ssg «xw 80 MPH WIND CLAMP -ON ARM CONNECTION Gap_ I" MOz 71 amp -or ROUND ARMS POLYGONAL ARMS ILSN Arm Size I a Conn. " Dia. Arm LC L, D, D2 thk(12) Rise L, D, DI thk(12) Rise Sah 40 I A F Bolts Pin Bolts DIP as � 2" Typ ft, ft. in, in, in, f+, in. in, in. Di pe Dio Thick Dia No. required - %z' Did 20 19.1 6.5 3.8 .179 1'-9' 19.1 7.0 3.5 .179 1'-8' in, in. in, in in ea drainage hole 24 23.1 7.5 4.3 .179 1'-10" 23.1 7.5 3.5 .1T9 1'-9" 3 .216 10 4 )a 2 '' - 28 27.1 8.0 4.2 .179 1'-11.. 27.1 8.0 3.5 .179 1' It coupiin 32 31.0 9.0 4.7 .179 2'-1" 31.0 9.0 3.5 .179 2'-0' Most Arm Size 4 Conn, %" Dia. g I A F BOlt$ Pin BOlta 8" (Most Arm) 36 35.0 9.5 4.6 .179 2'-4' 35.0 10.0 3.5 .179 2'-1' or j'4" Did Base Did Thick Dia No. ( Pin bolt, threaded coupling 40 39.0 9.5 4.1 .239 2'-8' 39.0 9.5 3.5 .239 2'-3' in. in. in. in, in. so Pipe and hole (ILSN Arm) 44 43.0 10.0 4.1 .239 2'-11" 43.0 10.0 3.5 .239 2'-6' 6.5 .179 12 6 1 2 .%" Di Sch 80 rL Arm 100 MPH WIND 7.5 .179 14 8 1 2 Pipe (Typ) Typ ]lOmp_on ROUND ARMS POLYGONAL ARMS 8.0 .179 14 8 1 2 (Typ) TYD Arm LC L, D, Da tnk(12) L, D, Dr thk(12) 9.0 .179 16 10 1 2 ve IV4 Rise Rise I/4 3 ft, ft, in, in. in, ft, in, in. in. 9.5 .179 18 12 1 %_" thick SECTION E-E Viz- thick 20 19.1 8.0 5.3 .179 1'-8' 19.1 8.0 3.5 .179 1'-7' 9.5 .239 1s 12 1'/4 3 strop C stiffener Q 24 23. 1 9.0 5. 8 . 1 79 1' -9' 23. 1 9.0 3. 5 . 179 1' -8' 10.0 .239 18 12 1 I/4 3 3rd Pin I 28 27.1 9.5 5.7 .179 1'-I 0" 27.1 10.0 3.5 .179 I'-9' 10.5 .239 1B 12 1''A 3 Do I t, where Y. �� y, 32 31.0 9.5 5.2 .239 1'-11" 31.0 9.5 3.5 .239 1'-10' 11.0 .239 1s 12 1 I/4 3 req36 35.0 10.0 5.1 .239 2'-01 35.0 10.0 3.5 .239 1'-I1 11.5 .239 18 12 /4 3 - ��� � - 40 39.0 10.5 5.1 239 2'-3' 39.0 11.0 3.5 .239 2-1' f ' 44 43.0 11.0 5.1 .239 2'-8" 43.0 11.5 4.0 .239 2'-3- a ,• E l/ < w 1© Thickness shown Is minimum, thicker materials :::. "` o D 1 Arm Base 0. D. :... D2 Arm End O.D. may be used. .. m w ... ' L 1 Shaft Length Lc C l unp-on Arm Length %Z thick s/e •• Did GENERAL NOTESI Connection bolt with (TnpDOItB �(L Pole heavy hex nut, GlOmp-On details are used for the second arm on Y 2 flat washers dual most arm assemblies or ILSN arm support. For ELEVATION and 2 lock washers. a clomp -on mast arm, a moximm I %2" wide vertical (Most Arm Or slotted hole may be cut in the front clamp plate ILSN Arm to pole) �+` 85% Min. to facilitate ora I nge during galvanizing. The slot Penetl'n. shall be centered behind the arm oad Shall be no CLAMP -ON CONNECTION longer than the arm diameter minus I". For on ILSN arm, a I %z" al water no la shall be cut In the front clamp plate for wire access. A matched hole shall be field drilled through the pole to provide wire access after arm is oriented. Deburr both holes. + + Wh@Ye r prt an ports Occur to al a detail, welds Stowe for port shall is Oc ur oil Similar ports on the detail. 2 Pin bolts are required to prevent rotation of 1%z DiO� I/4 3'i-Did� �A clasp -on arms under design wind forces. Pin bolts Threadie0 Threaded shall be ASTM A325 with threads excluded from the Coupling Coup IInd shear Dlone. Pin Dolt and )Y44' diameter pipe shall hove 1/k- diameter holes for 0 %s• diameter galvanized ARM COUPLING DETAIL ILSN ARM COUPLING DETAIL cotter 0 ameteon0 a ffopr elache pin Shallbe lbt. An furnished/4 al water hole for each pin bolt shall be field drilled through the Dole after arm orientations hove been approved . 179" thickness is permissible by the Engineer. for Tip Section 6'-O'(Min),lI'-O"(Maz Min Lop ... equals I.5 times female €® PLATECWELDEDE TAIL (2/12WI T1(� I.D. 3 Note: A slip taint is / Texas DePOfhNSTYo( Tronspo�Tollon permissible for arms L 4 4•' DIa holes and 1- % Dig poly A307 bolt. 40' and greater in Tack "I'd rut to threotl 90•- TRAFFIC SIGNAL length. The slip Join+ projection after making Shall De mode In the q Stainless Steel bongs (Or Cables) MA-119 shop, but may be match Joint. Repair Gana etl U STRUCTURES marked and Shippe0 galvanizing in accordance and cost bracket as in "Astra-Brdc", with Item 445, "Golvonizing", Sky Bracket" or "Easy Bracket" with LONG MAST ARM ASSEMBLY d Sassembl ed. 1 I/Z' Did Threaded Coupling. ARM WELD DETAIL (80 AND51100 MPH WIND ZONE) SLIP JOINT DETAIL (CLAMP -ON ARM) BRACKET ASSEMBLY t9 oriented Longitudinal Sean weld must - Sheet 4 of 5 LMA W -12 (DAL ) oriented within +he lower 90' Of the Signal arm. ( 1.mo1 Nov— 2000 ox�vx Gxe �Gw �Gx. u, 60% Min penetration 100% penetration within 6" AEY1°1015 " of circumferential base w Ids. "' 0 7 . I 18G xa,r 56 I'lul Shipping Ports List Ship each pole with the following attached: enlarged hand hole, pole cop, fixed arm connection bolts and washers, and any additional hardware listed in the table. Nominal 30' Poles with Luoinoire 24' Poles with ILSN 19.50' (Single Lost Arm) Arm See note above plus: one (or See note above plus 20.25' (Dual Most Arm) Length two if ILSN attached) small one small hantl hole Poles with n0 Luminaire and no I hand hole, clomp -on simplex I See note above Single Most Arm Lf ft. Designation Quantity Designation Quantity Designation Quantity 1 50 50L 50S 50 1 55 55L 55S 55 I 60 60L 60S 60 I 65 65L 65S 65 Dual Rost Arm Lf Lc ft. ft. Designation Quantity Designation Quantity Designation Quantity 50 20 5020L 5020S 5020 24 5024L 5024S 5024 28 5028L 5028S 5028 32 5032L 5032S 5032 36 5036L 50365 5036 40 5040L 5040S 5040 44 5044L 5044S 5044 55 20 5520L 5520S 5520 24 5524L 5524S 5524 28 5528L 5528S 5528 32 5532L 5532S 5532 36 5536L 5536S 5536 40 5540L 5540S 5540 44 5544L 5544S 5544 60 20 6020L 6020S 6020 24 6024L 6024S 6024 28 6028L 6028S 6028 32 6032L 6032S 6032 36 6036L 6036S 6036 40 6040L 6040S 6040 44 6044L 6044S 6044 65 20 6520L 6520S 6520 24 6524L 6524S 6524 28 6528L 6528S 6528 32 6532L 6532S 6532 36 6536L 6536S 6536 40 6540L 6540S 6540 44 6544L I 6544S 6544 Foundation Sunmory Table ■■ Location Avg. N No. Drill Shaft ■■■ Notes [dent. Blow/ft. Each Length (feet) 48-A 1 --1 10 1 21 T-2 10 1 22 T-3 10 I I I I I I I I I I I I I I I Total Drill Swift Length Ce Shipping Parts List Traffic Signal Arms (Fixed Mount) (1 per pole) Ship each arm with listed equipment attached Wninoire Arms I1 per 30' pole) Nominal I IV Arm (4 Signals) Nominal Arm Length Quantity Arm Type LC4 Bracket Assemblies 3 8' Arm Length ft. Designation Quantity ILSN Arm (Max. 2 per pole) Ship with 50 501V clamps, bolts and washers 55 551V Nominal Arm Length Quantity 60 601V 7' Arm 65 651V 9' Arm Traffic rignal Arms (80 MPH Clamp -On Lkttl (I per pole) Ship each arm with listed equipment attached Type I Arm 11 Signal) Type II Arm (2 Signals) Type III Arm (3 Signals) Nominal Bracket ssembly and 2 Bracket Assemblies and 3 Bracket Assemblies and Arm 1CIrnp w/boAIts and washers Iclomp w/bolts and washers )Clamp w/bolts and washers Length 1 ft. Desig�wtion Quantity Designation Quantity Designation Quantity 1 20 261-i0 I 24 241-80 2411-80 1 1 28 281-80 2811-80 1 1 32 3211.80 32111-80 1 36 3611-80 36111-80 1 40 40111-80 1 44 44111-80 Traffic '.ignal Arms (100 MPH Clamp -On Mont) (1 per pole) Ship each arm ith listed equipment attached type I Arm (I Signal) Type II Arm (2 Signals) Type III Arm (3 Signals) Nominal 1 Bracket Assembly and 2 Bracket Assemblies and 3 Bracket Assemblies and Arm )clomp w/bolts and washers I Iclomp w/bolts and washers Iclomp w/bolts and washers ft. i Designation Quantity Designation Quantity Designation Quantity 1 20 201-100 1 24 241-100 2411-100 1 28 281-100 2811-100 I 32 3211.100 32111-100 1 36 3611-100 36111-100 1 40 40111-100 1 44 I 44111-100 Anchor Bolt Assemblies (I per pole) Each anchor bolt assembly consists of the following: TOD Anchor Anchor and bottom templates, 4 anchor bolts, 8 nuts, 8 flat Bolt Bolt washers and 4 nut anchor devices (type 2) Diameter Length Quantity per Standard Drawing 'TS-FD'. 1 2 1/2 ' 5' - 3" Templates may be removed for shipment. ■■ Foundations may be listed separately or grouped according to similarity of location and type. Quantities are for the Contractor's information only. ■■■ Decimal lengths in Design Table are to allow interpolation for other penetrometer values. Round to nearest foot for entry into Su(mory Table. Abbreviations Lf= Fixed Arm Length a za zoza Lc- Clomp -on Arm,oF�,, Texas LoporlmeMof TronSporfollon Length (44' Max.) f...... ncrvnreLONG MAST rn ARM ASSEMBLY PARTS LIST Q REPLACE. COB CONNECTOR WITH BRACKET ASSEMBLY(2/12). 3 Sheet 5 of 5 LMA (5) - 12 (DAL) .�.ah.. .......... .rvmi Inca ©1.00r reo.�e1 z000 lows IMc.c 57- ioicl ARM SIZE A B C D E eoii I ARM SIZE " MC-2 DJJ } °1, I g1 * A B C D E oaT 3� I MATERIALS IA In. in. in. In. in. in. in. I in. in. In. in. in. in. in. in. 3/B" MC-2 ASTM A595 Gr. A, A588, A1008 HSLAS Gr.50 Class 2, 6.5 .179 12 9 9 6 1 1 I 7.0 .1T9 11 11 B 8 7 1 '/ 3/B RaUntl ShaftB Or >,�� MC-2 Polygonal ShaftsC A1011 HSLAS Gr. 50 Class 2, A572 Gr. 50 LL 8.5 .179 13 9 10 6 1 I I 7.5 .179 11 11 B 8 1 11/ 3A Or A1011 SS Gr. 50 O2 8.0 . 179 14 10 11 7 2 1 �/ I 8.0 . 179 11 11 8 8 2 1 '/i � g 9.0 .179 16 11 13 8 2 1 1/ I 9.0 .179 13 13 10 10 2 1 %4 I Plates U ASTM A36, AS 8, or A572 Gr.50 9.5 .179 17 12 14 9 2 1 % 110.0 .179 13 13 10 to 2 1 % / I COflnectiOn Bolts ASTM A325 or A449, except where noted 9.5 .239 18 12 15 9 2 1 �/ I 0.0 .239 13 13 10 10 2 1 %4 3A _2 I Pin Bolts ASTM A325 t 10.0 .239 18 12 15 9 2 1 ' I 10.0 .239 14 14 I1 11 2 1 V. �` �; I ASTM A53 Gr. B, A501, s p& 10.5 .239 to 13 15 10 3 1 % I 11.0 .239 14 14 II 11 3 1 V. LC � ' Pipe C' A1008 HSLAS-F Gr.50, A1011 HSLAS-F Gr.50 m p 11.0 .239 18 13 15 10 3 1 % I 11.5 .239 14 14 11 11 3 1 A2 ' o� MC-1 Galvanized steel or stainless steel ° MC-1 I Misc. Hardware g� or7p xS'or7 x 3� �� " or as noted 0 g� 'I „Mc-1 DETAIL A MC-2 „MC-1 / I I/, or 3p% °� 3/e" Gusaete R 'A (DASTM A572, A1008 HSLAS, A1011 HSLAS, A1008 HSLAS-F, or3p xy, /�" gussets Ysx/, (too & bottom) Ma_3 A1011 HSLAS-F or A1011 SS may have higher yield strenOths but See "Detail A" i{c shall not have less elongation than the grade indicated. wgg s . so (Option #t) jy + m -- - -+ D E TA I L B (D ASTM A1o11 SS Gr. 50 material shall also have a minimum %`b mo - m m°o x elongation of 18 percent in 8 inches or 23 percent in 2 inches. g - „.._ See "Detail B" Material thickness In excess of those stipulated under A1011 SS Conn. Bolts (Option #2) will be acceptable Drovidin0 the material meets all other (q total with E Arm s MC-3 fk Conn. Bolts / �" Gusset It 7� Clamp R A1011 SS requirements and the requirements of this item. 1 flat & 1 MC- I (4 total with IOak washer I'A /� 1 flat & 1 lock MC-2 e e FIamps C each) washer each) iic g g y6. �g - ----- e2%2' did hole n o $�u in Plate -_ mho a 4� I < u #=F/ c og+ - ----- ?.®4" tlia hole 2 �/2" did hole _ iii i mF$ r in pole & Plate ' - Min. BSY. 6 I'� I in pole { }II. Penetration ®offset holes and prm-�---+ Anne---+ except Site holes and m R Pole f Pole offset as shown �• / Clasp -on e« offset as shown for drainage Detail 3° for drainage FIXED MOUNT ARM CLAMP -ON ARM FIXED MOUNT DETAIL 1 FIXED MOUNT DETAIL 2 ARM BASE WELD DETAILS GENERAL NOTES: g�c6 Clamp -on details are used for the second arm on dual most arm Ya assemblies. A Maximus 1 �/2" wide vertical slotted hole shall be I ARM SIZE CONN. BOLTS PIN nOLTSI I ARM SIZE CONN. BOLTS PIN BOLTS I ARM SIZE CONN. BOLTS PIN BOLTSI cut in the front Clamp plate to facilitate drainage during I (h 4 A F No. Dia NO. Dta I I D1 A F T No. Did No. Dia I D1 # A F No. Did No. Dta I galvanizing. The slot Shell I be centered behind the arm and shall be no longer than the arm diameter minus 1" I in, in. in. in. ea. in. ea, in.I I In. in. in. in. In. ea. in. ea. in. I in. In. in. in. ea. in. ea. in.l I 6.5 .1T9 12 6 4 1 2 'y'j I I 7.0 .179 12 6 4 V. 2 'fie I 6.5 .179 12 6 4 1 2 % I Fixed mOUnt details Ore used for Sin91e mast aim assemblies c I 7.5 .179 14 8 4 1 2 "2�•t7{j)( I I 7.5 .179 14 8 4 }'1 2 % I T.5 .179 14 8 4 I 2 '76 I and for the first arm on dual oast arm asselllDl Ifs. I 8.0 .1T9 14 8 4 1 2 I I 8.0 .179 14 e 4 i+ 2 % I 8.0 .179 14 8 4 1 2 % I Where duplicate parts occur on a detail, welds shown for one I 9.0 .179 16 10 4 1 2 I I 9.0 .179 16 10 4 1 2 % I 9.0 .179 I6 10 4 I 2 is I part Shall apply t0 all Similar parts On the detail. I S. .179 18 12 4 1�/ 3 �j I 110.0 .179 18 10 4 1 2 % I 9.5 .179 18 12 6 1 3 % I pin bolts are required t0 prevent rotation Of clomp -on I 9.5 .239 18 12 4 1 I 3 % I I 9.5 .239 18 10 1 6 1 3 % I B. 239 IB 12 6 3 % of 8 110.0 .239 18 12 4 11/ 3 % I 110.0 .239 18 10 1 6 1 3 % 110.0 .239 18 12 6 I 3 '� antler design wind forces. >i GOP. -.FT max. NOTE: Gap .. 1" Max g 7777�''' 2" Pin bolts shall be A325 with threads excluded Did as a I 2" Typ I F �II��I 7 MC-2 ~ I/z" U-Strap. Grade 50 from the shear plane. Pin Dolt and j'4" dia pipe required _ /2" DIG Did as m I� 1 „ �� shall have %" all holes for a I/s" tlia galvanized drainage hole required _ R.T /z did _ %2" did drainage hole cotter DIn. Back clamp plate shall be furnished with drainage hole I a 3'4' did hole for each pin bolt. An Is " did hole 7%s I 1 I/2" DIG �i4 I for each aft bolt shall be fielddrilled nthrough threaded 1 /2 Did I _ ___ 1 /2" Dia Pin bolt, - threa ed ii6 threadetl - It a Pole after arm or en at tons have been pipe and hole 8„ - - - coupling ,8"__ , coupling aDDrovetl by the Engineer. N Did Sch 80 (1 Arm C Pin bolt, 8" +F f Pin bolt, J Pipe (TYP) _ I� Pipe & hole - Pipe & hole TYP �," dia 3'4" did E A - Min TYP Min. 85% Sch 80 PIDe (L Arm Sch 80 Pipe Did. as I/1 /4 %2" thick Penetration " C Required 3rd Pin stiffener a 3rd bolt Gratle 50 R Min. 85X 3rtl bolt Grade 50 bolt where where Penetration where79#1 Deportment of Transportation re u I red - I r` x I/, \ requ i red required 2 Trofflc OGfrollams ONfsion - ysx / MC-4 x6x I/4 STANDARD ASSEMBLY �s FOR TRAFFIC SIGNAL SUPPORT STRUCTURES � � O MAST ARM CONNECTIONS - ,%, - I thick Dia Connection bolt with , �'A MA - C - 1 2 Din bolts 1'' /i - %" gusset R IT yp) heavy hex nut, , } i�FL Pole 2 flat washers Connection Bolt with Connect Ion BOIL cTxoor 4uqust Ix95�ox %2" thick and 2 lock washers. o,J hex nut, 2 flat washers Pin Bolt with hex nut, 2 �sns,as ,,a mwxr strap R Pin Bolt II i-� Pale & 2 look washers iL Pals flat washers & 2 lock washers oLL CLAMP -ON DETAIL 1 CLAMP -ON DETAIL 2 CLAMP -ON DETAIL 3 2SEc mwa 58- Zinc die cast or See Detail F for Alum, or Golv. Metal alternate Pole Cop Cap with min. of 3 D30 set screws %" dia Hook for AS• hanging wire E Cl anD �N 2' tlio threaded Luminoire Arm j(s Coupling upIi NPSL threads Pipe Plug DETAIL A Pale (for pole with luminaire) POLE COUPLING DETAIL Pole MO-4 Hantlhole 'Ax �6O Frame DETAIL G %" dia Hook See Detail G for hanging wire— for Hantlhole Weld Zinc the cast See Detail F for �fI. of 4"x or Alum, or alternate Pole Cap 6" I.D. Galv. Metal Cap A/4" tlio Hook for 1/16 D Hantlhole with min. of -- hanging wire m 3 set screws Bolt or �:L- Screw _ Clamp -on arm See Detail A for ILSN for regul or `H°ndhoIa Frame Pole Cop — W"x 2" Min. DETAIL B DETAIL C " tlio Hook 3i5 (If ILSN opp11 edl (optional) R of 4"x 6" See Detail G a See Detail G I.D. Hantlhole far Hanchole Weld � of 4"x for Hantlhole Weld 6" [. D. Threatletl Strap I. HontlIn le cover Hantlhole Hantlhole cover tier' x 1" R Mind 129 in. 129 min. ( T/s. tlio bolt oe" dia Dolt m % screw % screw Hantlhole Frome - Hantlhole Frome- R 3/e" x 2 in R. %" x 2 in Fixed mount arm far Fixed mount arm for single most arm single mast arm ' assemblies or first assemblies or first is — • IY arm on dual most i' f arm on dual mast w arm assemblies arm assemblies 6 , Clamp -on arm for 9 Clamp -on arm for sea no arm on dual second orm on dual nest arm ossembI ias cast arm assemblie 2" tlio threaded 2" di. threaded - coupling - 2 per coupling - 2 per tluaI most arm tlua) moat arm DETAIL D assembly DETAIL E °SSemDI (for 30' pole with luminaire (for 24' pole with ILSN sign « and ILSN signl and no luminaire) o &\ I Anchor Bolt Bolt Base R Bolt Hole Slot Circle Dim. Adjust. zo Diameter)i—star Length Diameter L x T Range I %2" I A- 3 %x" 17" 18" x 1 %2" 13.4- ,n Access I 1 ;. .. 2q• 1920x 1 Compartment— I " " " Y4 13. 5' ti I 2- 2 /4" 4 %z•' 21- 22" x 2" 13.6• -I - 2'/4" 2 %2° 5- 23" 24" x 2'/c" 13.7• A /Ma D.3of 3g v PIIas ate %cx 'A� \pole tic /MO-3 at \ --� j{Dolc" e or 7q 6x 3% OB See Detail H POLE ELEVATION Access Access BacK plate Compartment Back plate Compartment 1 ' Y.'A T�6 . slot $c • Q, See Detai I J Round Pole Polygonal Pole cut \D-4 SECTION X-X Opening for access compartment shall be no care than ''/s inch wiser than \ �, the access comportment itself. Burndy aKC22J12T13, Blackburn TTC, or approved equal. Dig / 2-a6 or°'p-44max. �•• dSplit Iockwasher, 1-'Bolt t ��/z' stainless & Nut Hex. nut, ''/2" - 13NC stainless SECTION Y-Y COPPER GROUND 18'. CONNECTOR to Y „ R /2" d i a Bar for MD-2 hanging pole y wire antl thickness J-Bolt attachment t ® ® 2" tlio '/4 threaded MD-1 coupling 2 per ® ® O dual mast arm 1 assemma ly -�1f) SECTION V-V - DETAIL F (for 19' pole with no ILSN sign and no luminai /." ar 3a pole A" or 70 Dole ')lie" a; DETAIL H R 0 i w om m Adjustment BASE PLATE PLANRonge DETAIL J I. and slat Ring, )/c" x 2'/z" ASTM A572 Gr 50 Back plate / /c ,, x 4/2.. x steel strip M-1020 or sheet A-569 ICI%.. _: 12 circuit 600 volt compression Type HD terminal block (2 req'd) w8-32 mtg, holes Phil. Pan HD, acres, a8-32 x 1'/" for optional self -tap Type "F", stainless steel 6 circuit (4 req'd) terminal j 27" block I x p/�1/2" clearance a10-32 / ate— hole for c copper mtg• holes / ground onnector for luminaire double fuse _�_ 6" Dl ock (See notes 3 & 4) 4" x 6" hard Tab and 4Y4 hole opening 91at ACCESS COMPARTMENT NOTES: 1. The cover shall be one piece formed from ABS plastic, shall be a pearl gray color, and shall be suitable for exposure to harsh sunli0ht a extreme weather. Cover shall latch with two screw latches and shall fit tightly to the enclosure ring to create a rainproof seal. Latch screws shall be 1/4-20 at flat socket heatl screws with tamper proof feature. 2. The pole manufacturer shall provide with each pole a separate kit consisting of: one cover with two latching assembliestwo terminal strips (Marothan a985GP12CU or approved equal), four , 8-32 x 1 ''/x" self tapping type "F" stainless steel pan head screws, and one grountl Connector (Blackburn TTC, Burndy KC22J12T 13, or I meta SSS-5), The traffic signal contractor shall install the kit items in the field. 3. The screw hole spacing on the enclosure back plate shall be for two Marathon 4985GP12 terminal strips, one Marathon a985GP06CU terminal strip, antl one Bussmann aBM6032B fuse block. 4. Ins toll one Bussmann aBM6032B, Littelfuse aL6003OM-2C, or Ferran-Showmiut x30352 fuse block for poles where luminaires are to be inst oiled. Q REVISED THE ELEVATION OF ACCESS Q 85% Min, penetration COMPARTMENT(2/12). �60%Min. penetration 100% pemetration within 6" of circumferential base we l as. Texas Depar►ment of Transpartaffan TRAFFIC SIGNAL SUPPORT STRUCTURES MAST ARM POLE DETAILS MA-D-12(DAL) m. O T.°m Ey w""' '995 i u1 er aww„ s.,59"`. 1L! 6§ Damping R 5-6- Location of 4 Equal Spaces Danpinq R Mounting Clamp 1 %2' 1 1/2' Mounting Clamp, tube ......1 ITI _ _ _ _ _ _ _It _ _ _ _ _ _ 1TL _ _ _ _ _ _1TL �' Z♦♦�I��♦'J�lJJ 1♦`T� It — IE IL It It It It It C m'/ did 6. Damping R� I al L: um Dip. PLAN Damping R 1. 125" thick aluminum sign blank) $UDPor+ Assemblies 1-0' Mtn 6' outlle Spacing mounting 4 %2- c aid square head U-bolt connection bolts between damping R and (A� m I mounting clomp. I� V — — �Damping It(. 125' thick aluminun sign blank) Mounting clomp Saddle mounting U-bolt 1 1/2'. Did Sah 40 al uninum mounting - piDe - = 1 %2' did. tube saddle Top of 1 %z" did,length Son 40 Setscrew 3" length nipple - most army 1 m/2" Threaded bond (or cable) ('�� mount clomp \ Most arm 1 %2" did Son 40 a lllpinum mounting 1 mounting clamp w/ — / I — 1 %2" did B tube saddle pipe extending full J U-bolt Setscrew `7 %z' dio, 5'-6' of damping plate I % dio sohead Sch 40, ail threa0ea All Or partially (Typ) nipple - threaded coupling _ = Most arm \ — � ` I jj_ 1 %z' Threaded band (or cable) -- mount ql amp I JJ Backp I ate (See note 6) rk Damming Q and signal head assembly ELEVATION DAMPING PLATE MOUNTING DETAILS (Showing alternate placement Of signal heod) Backplate SECTION A -A (Showing standard placement Of signal head) (Mounting clamp U-bolt is not Shown for clarity) GENERAL NOTES. 1.In accordance with the findings Of TxDOT sponsor ea research, the Installation of a damping plate in accordance with the details shown here at the end of Signal most arms of SMA and DMA standard structures reduces excessive harmonic verticoI vibrotion, and thus fatigue damage. Any deviation from these details may reduce the effectiveness of this damping device. 2.Aluminum sign blank for damping plate will conform to Departmental Moter i of Specifications DMS-7110. Materials for most arm mounting clamp and tube saddle will be aluminum Costing8 or oluminum alloys as in accordance with manufacturers' stipulations. Mounting pipe, pipe nipple and coupling will be of uminuo alloy 6061-T6 or 6063-T6. Damping plate mounting claim and u-Dolt assemblies will conform to Standard sheet SMD(GEN). U-bolts for saddle mounting will have a minimum yield strength Of 36 Ksi. 3. Dompi ng Plate will be mounted horizontally. Position centerline of damping plate to align with centerline of most arm or horizontal signal head OsSembly. Ver+icol clearance between signal head (with or without booking plate)ond Do+tom of damping plate will be maintained as Shown. The of shown here are examples only, other supporting details which meet both alignment and vertical clearance requirements are also acceptable. 4.Unless stipulated by the manufacturers, all steel ports will be galvanized finish in accordance with Standard Specification Item 445, 'Galvanizing" 5.Controctor will verify applicable field dimensions before the Installation. 6. Buckplates ore optional for traffic signors. When bookplates are used, Bockplateb will have a 2-inch f Iuoresoent yellow AASHTO Type Btt Or Cps retroreflective border conforming to TXDOT DMS-8300 'Sign Face Materials.' See Sheet TS-BP-20 for bookplate details. I'-4" Damping luninun Si(gn 25'anh) ck dia kfah40 �a Uin. JL/ mounting pipe -- Saddle Mounting clamp 0 mounting 1 /,- did 0 U-bolt ` _ iUDe 6oddlB dio, Coup I i ng San 40, E c .o Setscrew .- all threaded nipple P y Top of z most orm 1 1/2" Threaded bond (or cable) mount clomp Most arm Q Signal head attachment Backpldte SECTION A -A (Showing alternate placement of signal head) (Mounting clomp U-bolt is not shown for clarity) ORecommended supporting assemblies to achieve required height for horizontal section heads Height One nipple Two nipples plus One coupling required each length each length each length 6"-6 i'4" 3" - - 7'-8 m/z• 4" - 9'-10 1/2• 6' - - II"-151/2• _ 4" 5• 16"-24" - 6" 10" % " square head bolt Damping Nylon washer, plate flat washer 6 I Ock washer u�mlalln+in clamp l/llainiuma (specif4ed or pipe universal) Mounting clamp / U-bolt SECTION B-B (Showing doming plate ottoch—t) Safety Division ,Texas DepsrtmeM O/TF.nsportedon Standard MAST ARM DAMPING PLATE DETAILS n0-4AE-20. apt o-: T, x* -Tx�.Tlun NDOT o,T,DOT Q TxOOi Jag ; m2 Ocwr 6-20 in. I 60"" ud SIGN R10-4DL 9' x 12" SIGN R10-4DR 9" x 12" SIGN RIO-4DRL 9" x 12' PUSH + BUTTON PUSH BUTTON PUSH BUTTON FOR ® FOR aW FOR a � a PEDESTRIAN PUSHBUTTON SIGN DETAILS SIGN RIO-3eL SIGN R10-3eR 9" X 15' 9" X 15" START CROSSING Watch For ® START CROSSING W Watch For Vehicles Vehicles DON'T STARTDON'T START Finish Crossing Finish Crossing If Started If Started TIME REMAINING TIME To Finish Crossing Finish n9 ,,��,x, DON'T CROSS IIILI DON'T CROSS PUSH BUTTON © PUSH BUTTONF TO CROSS 0 TO CROSS / 2 / COUNTDOWN PEDESTRIAN PUSHBUTTON SIGN DETAILS 0 NOTE: EITHER TYPE 1 CLAMPS OR CLAM SHELL MOUNTING HARDWARE MAY BE © USED AS APPROVED BY THE ENGINEER. FOR CLAM SHELLS, USE ICC P/N 4805 OR McCAIN QUICKMOUNT OR APPROVED EQUAL. QALTERNATIVE MOUNTING METHOD revised 12-92 ®ALTERNATIVE PEDESTRIAN SIGNAL HEAD AND SIGNING revised 10-08 ®PEDESTRIAN PUSH BUTTON POLE revised 01-11 PEDESTRIAN PUSH BUTTON POLE GROUNDING DETAILS revised 09-15 ®APS UNIT ADDED "SYMBOLS ONLY' PEDESTRIAN SIGNAL HEAD REMOVED MOUNTING HARDWARE NOTES REVISED MOUNTING HEIGHT REVISED revised 06-1T ©APS SIGN REVISED revised 11-20 TYPE 1 CLAMP 88A PEDESTRIAN SIGNAL HEAD MOUNTING FOR ONE PEDESTRIAN SIGNAL HEAD 152A PEDESTRIAN SIGNAL HEAD MOUNTING FOR TWO PEDESTRIAN SIGNAL HEADS 143C STAINLESS STEEL TYPE 1 CLAMP SCREW ASSEMBLY GALVANIZED CABLE e0 ADAPTER AS REOU FOR MOUNTIN( u DUAL AP'. UNITS m EWALK � I I AS SHOWN ONPLANS TYPE 24-A FOUNDATION PEDESTRIAN PUSH BUTTON POLE X Q a f APS UNIT WITH star INTEGRAL SIGN 10- z l4 � i 1 M ti rPEDESTRIAN POLE Q AND BASE TANK NO. 6 AWG TYPE GROUND EQUIPMENT 24-A 1O GROUNDING FOUNDATION CONDUCTOR TYPE 24-A FOUNDATION 5/8' X 8' COPPER CLAD 41/ GROUND ROD PEDESTAL POLE NOTE: THE POLES ON THIS DRAWING ARE CONDUIT - SIZE/TYPE 1 PVC SHOWN AS AN EXAMPLE ONLY. POLES OF AS SHOWN IN THE PLANS SIMILAR DESIGN FOR ANY CROSS SECTION WHICH MEET THE SPECIFICATIONS AND NOTES: PEDESTRIAN PUSH BUTTON POLE REQUIREMENTS SHOWN ON THESE DRAWINGS GROUNDING DETAILS AND ARE APPROVED BY THE ENGINEER WILL Q5 1. ALL PEDESTRIAN SIGNAL HEADS SHALL BE INSTALLED ON THE BE DEEMED ACCEPTABLE. AWAY -FROM -TRAFFIC SIDE OF THE PEDESTAL OR MAST ARM POLE. © TXDOT 2020 2. ALL WIRING FOR PEDESTRIAN SIGNALS SHALL BE TOTALLY ENCLOSED DALLAS DISTRICT STANDARD WITHIN THE SIGNAL MOUNTING HARDWARE. I =kel '"°'°"" I ei 3. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTON SIGNS SHALL PEDESTRIAN SIGNAL DISPLAY THE SYMBOLIZED MESSAGES SHOWN ABOVE. I HEAD DETAILS (®All_,) I- ." - I ", 1 GENERAL NOTES TRAVEL LANE TRAVEL LANE 1. DETAILS FOR PAVEMENT WIDTH, PAVEMENT THICKNESS AND THE CROWN OR SHOULDER TRAVEL LANE TRAVEL LANE OR SHOULDER CROSS -SLOPE SHALL BE SHOWN ELSEWHERE IN THE PLANS. PAVEMENTS TABLE NO. 1 LONGITUDINAL STEEL I WIDER THAN 100 FT. WITHOUT A FREE LONGITUDINAL JOINT ARE NOT COVERED BY THIS STANDARD. FIRST ADDITIONAL STEEL Z Z _ SLAB THICKNESS REGULAR SPACING BARS AT TRANSVERSE Y --- 2. USE COARSE AGGREGATES WITH A RATED COEFFICIENT OF THERMAL AND BAR SIZE STEEL BARS AT EDGE CONSTRUCTION JOINT 1-� EXPANSION (COTE) OF NOT MORE THAN 5.5 X 10"6IN/IN/ •F AS OR JOINT (SECTION X-X) LONGITUDINAL CONTRACTION LONGITUDINAL CONS_TRUC'10N LISTED IN THE CONCRETE RATED SOURCE QUALITY CATALOG (CRSQC). SPACING SPACING SPACING LENGTH JOINT JOINT i 3. ALL THE REINFORCING STEEL AND TIE BARS SHALL BE DEFORMED (IN.) S E C 0 2 X C L '� STEEL BARS CONFORMING TO ASTM A 615 (GRADE 60) OR ASTM A 996 (IN.) (IN.) (IN.) (IN.) (GRADE 60) OR ABOVE. STEEL BAR SIZES AND SPACINGS SHALL CONFORM TRANSVERSE TO TABLE NO.] AND TABLE NO.2. 7.0 tt5 6.5 3 TO 4 13 50 CONSTRUCTION X 7.5 tt5 6.0 3 TO 4 12 50 JOINT 7 -C _ ' ADDITIONAL 4. STEEL BARS STEEL BAR PLACEMENT TOLERANCE SHALL BE •/- 1 IN. HORIZONTALLY AND •/- 0.5 IN. VERTICALLY. CALCULATED AVERAGE BAR SPACING 8.0 tt6 9.0 3 TO 4 1g 50 I I I` (CONCRETE PLACEMENT WIDTH / NUMBER OF LONGITUDINAL BARS) SHALL CONFORM TO TABLE NO.1 X 8.5 tt6 8.5 3 TO 4 17 50 5. PAVEMENT WIDTHS OF MORE THAN 15 FT. SHALL HAVE A LONGITUDINAL 9.0 tt6 8.0 3 TO 4 16 50 - - - JOINT (SECTION Z-Z OR SECTION Y-YTHESE JOINTS SHALL BE _ - - - - - LONGITUDINAL L. LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT LOCATION 9.5 tt6 7.5 3 TO 4 15 50 - STEEL IS SHOWN ELSEWHERE ON THE PLANS. 10.0 tt6 7.0 3 TO 4 14 50 c � N `�" / v� / 6. THE SAW CUT DEPTH FOR THE LONGITUDINAL CONTRACTION JOINT - N (SECTION Z-Z) SHALL BE ONE THIRD OF THE SLAB THICKNESS (T/3). 10.5 tt6 6.75 3 TO 4 13.5 50 °O N TRANSVERSE 7• WHEN TYING CONCRETE GUTTER AT A LONGITUDINAL JOINT, THE TIE 11.0 tt6 6.5 3 TO 4 13 50 / STEEL BAR LENGTH OR POSITION MAY BE ADJUSTED. PROVIDE 3 IN. OF CONCRETE COVER FROM THE BACK OF GUTTER TO THE END OF TIE BAR. I1.5 tt6 6. 25 3 TO 4 12,5 50 C C C C C B. REPLACE MISSING OR DAMAGED TIE BARS WITHOUT ADDITIONAL 12.0 tt6 6.0 3 TO 4 12 50 COMPENSATION BY DRILLING MIN.10 IN. DEEP AND GROUTING TIE BARS WITH TYPE III, CLASS C EPDXY. MEET THE PULL-OUT TEST 12.5 13.0 tt6 tt6 5. 75 5.5 3 TO 4 3 TO 4 11.5 11 50 50 / 9. REQUIREMENTS IN ITEM 361. OMIT TIE BARS LOCATED WITHIN 18-IN. OF THE TRANSVERSE J �2 'I -� \! O CONSTRUCTION JOINTS (SECTION X-X). USE HAND -OPERATED y TIE BARS IMMERSION VIBRATORS TO CONSOLIDATE THE CONCRETE ADJACENT y SINGLE PIECE �C/2 TIE BARS O II F� TO ALL FORMED JOINTS. TABLE NO.2 TRANSVERSE STEEL AND TIE BARS 10. LONGITUDINAL REINFORCING STEEL SPLICES SHALL BE A MINIMUM TIE BARS TIE BARS zP -.OF 25 IN. STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 AT LONGITUDINAL AT LONGITUDINALLONGITUDINAL OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH SLAB TRANSVERSE CONTRACTION JOINT CONSTRUCTION JOINT AVEMENT OR CONTRACTION JOINT LONGITUDINAL PAVEMENT OR AND 2-FT. LENGTH OF THE PAVEMENT. THICKNESS (IN.) STEEL (SECTION Z-Z) (SECTION Y-Y) SHOULDER EDGE CONSTRUCTION JOINT SHOULDER EDGE BAR SP;CING SPICING ARE SPACING 11. THE DETAIL FOR THE JOINT SEALANT AND RESERVOIR IS SHOWN ON STANDARD SHEET "CONCRETE PAVING DETAILS, JOINT SEALS." SIZE N. ISBAR IZE SB T Y P I C A L P A V E M E N T L A Y O U T 7.0 - 7.5 #5 48 #5 48 #5 24 PLAN VIEW (NOT TO SCALE) 8.0 - 13.0 #5 48 #6 48 #6 24 I - L•50' 1 50' FOR •6 BAR. 42' FOR •5 BAR ADDITIONAL 25- F011 •6 BAR TIE BARS MAY BE STEEL BARS I JOINT SEALING L/2 I JOINT SEALING I 21• FOR •5 BAR �TR SAME PLANE AS MATERIAL �i I MATERIAL TRANSVERSE BARS •II HE BARS, SINGLE IT OR MULTIPLE- IECE T/p �MIN. CLEAR 2" ' flTh TRANSVERSE BARS IC -I C- � 0 I C I C� LONGITUDINAL BARS NO SPLICES ALLOWED WITHIN 10 FT OF THE JOINT. LONGITUDINAL BARS TRANSVERSE BARS TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT SECTION X - X SECTION Y - Y 50- FOR #6 BAR. 42- FOR •5 BAR LONGITUDINAL JOINT SEALING 25' FOR •6 BAR BARS MATERIAL I 21' FOR •5 BAR SAW CUT Tj3 J ... \\\\ ITS IT I IC IC ICRC2CI CI SINGLE PIECE TIE BARS TRANSVERSE BARS SHOULD BE IN SAME PLANE AS TRANSVERSE BARS FOR 7.0 IN. TO 9.5 IN. SLABS. MAY BE PLACED ABOVE LONGITUDINAL BARS FOR 10.0 IN. TO 13.0 IN. SLABS. LONGITUDINAL CONTRACTION JOINT SECTION Z - Z SHEET I OF 2 Design exas Division T Department o/Transportation 5i,.,a,tl CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ONE LAYER STEEL BAR PLACEMENT T - 7 to 13 INCHES CRCP(1)-20 ecrcD120. OOn an TxDOea f-lN �wR r,c lx00i� APR IL 2020 / C,., AS I.TL, ..> � D I sT2' LONGITUDINAL — REINFORCING STEEL SPLICES EDGE OF CRCP PAVEMENT OR LONGITUDINAL JOINT I I _ I I I I I I I I 1 I I I 1 1 I I I II I I 1 1 1 I II - L L _1 � 1 I L__ 12-FT WIDTH BY 2-FT LENGTH 12-FT WIDTH BY 2-FT LENGTH STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. ANY OTHER LAP CONFIGURATION MEETING THIS REQUIREMENT WILL BE ALLOWED. EXAMPLES OF LAP CONFIGURATION PLAN VIEW ( NOT TO SCALE) I. 10 FT 15 FT I I 6 a 4",...II SAWED CONTRACTION I� 11/2" EXPANSION JOINT JOINTS I (SEE NOTE 12) �T/3 SAW CUT DEPN I ° ttt [2.° ° I CONCRETE ° •° I A �• • • °.��•° ° PAVEMENT ° T BRIDGE APPROACH SLAB �n . ° TWO LAYERS HMAC(UNDERIAYMENT) 30 LB ROOFING FELT °. TRANSVERSE EXPANSION JOINT DETAIL AT BRIDGE APPROACH EXISTING CRCP I NEW CRCP MIN. 30" EDGE OF CRCP PAVEMENT MIN. 10"� I - = OR LONGITUDINAL JOINT ° A A TRANSVERSE CONSTRUCTION JOINT DRILL AND GROUT WITH TYPE III, CLASS C EPDXY DEMONSTRATE THAT THE BOND STRENGTH OF THE EPDXY -GROUTED LONGITUDINAL BARS MEETS THE REQUIREMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. OPTION A: DRILL AND EPDXY PLAN VIEW ( NOT TO SCALE) EXISTING CRCP I NEW CRCP r PARTIAL DEPTH SAWCUT ° MIN.36" n f NEW LONGITUDINAL STEEL BARS Ir ° EXPOSED EXISTING STEEL BARS T/2 "A — — — — — — — — — — — — — — — — — — — �IN THIS AREA, THE BREAKING OF THE EXISTING CONCRETE WILL BE ACCOMPLISHED BY LIGHTWEIGHT JACK HAMMERS AS APPROVED BY THE ENGINEER. OPTION B: BREAKBACK AND LAP TRANSVERSE TIE JOINT DETAIL EXISTING CRCP TO NEW CRCP CAST -IN -PLACE T CONCRETE TRAFFIC BARRIER TWO LAYERS OF 30 LB SEE CONCRETE BARRIER STANDARD ROOFING FELT OR 1/2" FOR ANCHORAGE DETAILS. PREFORMED BITUMINOUS ALL TIE BARS IN ANY CONTINUOUS FIBER MATERIAL MAY PIECE OF CONCRETE TRAFFIC BE USED ON THE FREE BARRIER SHALL BE ON THE SAME SIDE OF JOINT. SIDE OF THE JOINT. 1I VARIES C > CONCRETE > I PAVEMENT I 1/2" MIN. ASPHALT FREE LONGITUDINAL JOINT IMPREGNATED FIBERBOARD (JOINT WITHOUT TIE BARS) CONFORMING TO ASTM D 994. LOCATION OF THE JOINT WILL BE AS DIRECTED BY THE ENGINEER. FREE LONGITUDINAL JOINT DETAIL EXISTING PAVEMENT EDGE PROPOSED PAVEMENT CONCRETE CURB TO BE JOINT REMOVED (IF APPLICABLE_l� SEALING MATERIAL 1 4 I TIE BARS T _ 0 T/it 2 _ 4A� ° ' I DRILL & GROUT WITH 10" 25" FOR •6 BAR TPYE III,CLASS C EPDXY MIN 21" FOR •5'BAR 1.BEFORE WIDENING WORK, DEMONSTRATE THAT THE BOND STRENGTH OF THE EPDXY -GROUTED TIE BARS MEETS THE REOURIMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. 2.SPACE TIE BARS AT 24" SPACING. USE A6 TIE BARS FOR 8" AND THICKER SLABS, USE •5 TIE BARS FOR LESS THAN 8" THICK SLABS. LONGITUDINAL WIDENING JOINT DETAIL SHEET 2 OF 2 �•' Design exas Division T Department o/Transportation 5,,.,antl CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ONE LAYER STEEL BAR PLACEMENT T - 7 to 13 INCHES CRCP (1)-20 F,L crc0120.00n .,T.DOOT I- Ax x,D�YP (IDT40TWRIL sax ( r 03/16/2020 PEMOVEO TABLE IA I DI EOuxn E* I I M 63_ PREFERRED LOCATION OF PEDESTRIAN TYPE I ��N S M PUSH BUTTON (TYP) Rq� 5 A' lo GRADE BREAK PERPENDICULAR CURB RAMP (TYPI o TYPE 20 '94Mp o O B' 3i ,• O M4k S. \ I FLARE _ o �g• MIND o i5 :§ CURB RAMPS AT MEDIAN ISLANDS INSTALL DETECTABLE WARNING SURFACE AT EACH END OF THE CUT -THROUGH RAMP WITH A MINIMUM 2' USUAL SIDEWALK $� SURFACE BETWEEN. IF MEDIAN IS LESS TYPE 21 THAN 6' WIDE, ELIMINATE DETECTABLE WARNING SURFACES. X, B• = yy ALIGN CURB PARALLEL Of 5 WITH CROSSWALK. wo N.. NOTE. CURB DETAILS ARE SHOWN ELSEWHERE IN THE PLANS. �ti?• TYPE 22 c� FLARE RAMP 8. 3% MAX. FLARE y ' '\ 5'X 5'(MIN.) RAMP / TURNING SPACE B. 3X MAX. �r I/ram l FLARE FLARE RAMP 8.3% MAX. oLL COMBINATION ISLAND RAMPS PLANTING OR OTHER NON -WALKING EXTRA WIDTH MAY BE REQUIRED SURFACE OR PROTECT DROP OFF (TYP) FOR CLEAR SPACE AT TYPE 2 rPEDESTRIAN PUSH BUTTON. TYPE 3 5'MIN. y RAMP I 5'MIN. S•MIN. RAMP RAMP .v / 8. 3% TSppCE RAMP TURNING W .1�v MAX. / _ � � � SPACE _ � / / RAMP W W BAAX/ _S 8.37. 5'PREMIN. 2'/. { // W W y Abb 4' MIN. / �/7 TURNING S ` MAX �� ( �� � � � _ W � _ 2%Mox• �� / - MAXI/ / TURNING SPACE 5'MIN. \ _ _ � � � � 8.3% / 99 37 FLARE 6'DESIRABLE � � � 5'MIN. \ Mox. � � MAX. / RAMP L. 6'DESIRABLE W WITHOUT PEDESTRIAN WITH PEDESTRIAN 5'MIN. TW PUSH BUTTON PUSH BUTTON 6'DESIRABLE PARALLEL CURB RAMP TYPE 6 {I RAMP 5' MIN. W CROSS SLOPE NOT TO EXCEED 2% W _ WW I� SIOE_ TYPE T ON ANY PORTION OF RAMP, TURNING SfOEwgLK wALK W SPACE OR TRANSITION TO STREET. (SIDEWALK SET BACK FROM CURB) / / SPq�ENp �7 / SPgCENG 5' TU MIN.) MAX. RNING SPACE cF``a*+ / 8. 3% MAX.;01 �.. 0• 0• / / W W W I + FLAR—...... 2X N_qx / W �� PEDESTRIAN — —_ TT OM GRADE _ / 5' PREFERRED CIRCULATION BREAK LINE ' — _ BOTTOM GRADE 4' MIN. PATH BREAK LINE SIDE K(OW UTTER LINE SIDE WIDTH GUTTER LINE COMBINATION CURB RAMPS OrH EW S MIN' S(pEWq SAM NwrOTH StOEwgLK PREFERRED LOCATION LK OF PEDESTRIAN TYPE IO "_ /� ��� TYPE S PUSH BUTTON (TYP) _ CROSS SLOPE NOT TO EXCEED 2X / TURN (SIDEWALK ADJACENT TO CURB) // TURNING SPACEYOROTRANSITION TIONA O STREETNG // W SPACENG /I W / SPAC / / E / W/ // z' It GUTTER LINE y / 6� S ell // / 6• // // PROJECTED BACK / OF CURB =RAIZX ` BOTTgA GRADE 5-MIN. _ TTOM GRADE BREAK LINE BREAK LINE Rq, GUTTER LINE wjDrH 6'p E W LKlpWIDI UTTER LINE 6 PRE'S toF RREOw OTH 02'MIN. BLENDED TRANSITION ERRED, S•M,N DIRECTIONAL RAMPS WITHIN RADIUS 'S 'ulN. (FLUSH LANDING) BOTTOM GRADE BREAK OF CURB RAMP NOTES / LEGEND: SHEET 1 OF 4 gqnn WILL NORMALLY BE AT GUTTER LINE. SEE GENERAL NOTES ON SHEET 2 OF 4 FOR MORE INFORMATION. • pro.C. SURFACE SLOPES AT GRADE BREAKS SHALL BE FLUSH. Tb Dapart_ta T—pod ti— StarMaM CONTINUOUS CURB DENOTES PLANTING OR v. PEDESTRIAN FACILITIES BEYOND l NON -WALKING SURFACE .c It Y' GUTTER LINE — - CURB RAMPS / I NOT PART OF PEDESTRIAN y, y- X- \ CIRCULATION PATH. Y- RA—_ I I CpUNT� DETECTABLE WARNING SURFACE GRADE BREAK -- P E D - 18 $X MAX' FILE: WdI8 :T ljDOi m VP I CM M a� �G DENOTES PREFERRED LOCATION RAMP LIMITS _ _ ©T.WT, MARC., 2oo2 .Ma IL xiva.. TYPICAL SECTION OF PERPENDICULAR OF PEDESTRIAN PUSH BUTTON ® OF PAYMENT I CURB RAMP AT CONNECTION TO ROADWAY IF APPLICABLE. ,,,.DISI �� GENERAL NOTES CURB RAMPS 1. Install a curb role or blended transition at each pedestrian street crossing. 2. All sl Opes shown Ore maximum al IowobI e. Cross slopes Of 1.5% and lesser running should be used. Adjust curt) romp length or grade of approach sidewalks as directed. 3. Moxim allowable cross slope an sidewalk and curb romp surfaces is 2%. 4. The minimum sidewalk width is 5'. Where the sidewalk is adjacent to the Dock Of curb, a 6' sidewalk width is desirable. Where a 5' sitlewalk cannot De provided due to site constro i nts, sidewalk width may be reduced to 4' for short distances. 5,x 5' passing areas at intervals not to exceed 200' are required. 5. Turning Spaces shall be S'x 5' minimum. Cross slope shall be moximum 2%. 6. Clear some at the bottom of curb romps shall be a minimum of 4'x 4' wholly contained Within the crosswalk and wholly Outside the parallel vehicular travel path. 7. Provide flared sides where the pedestrian Circulation path crosses the curb romp. Flared sides shall be sloped at 10% maximum, measured parallel to the curb. Returned curbs my be used Only where pedestrians would not normally walk across the romp, either because the adjacent surface is planted, substantially Obstructed, or Otherwise protected. S. Additionol information on curb ramp location, design, light reflective value antl texture may be found in the latest draft of the Proposed Guidelines for Pedestrian Facilities in the Public Right Of Way (PROWAG) as published by the U.S. Architectural and Transportation Barriers Compliance Board (Access Board). 9. To serve as a pedestrian refuge area, the medion should be a minimum of 6' wide, measured from back of curbs. Medians should be designed to provide accessible Passage over or through them. 10. Small Charrelization islands, which do not provide a minimum 5'x S' landing at the top Of curb romps, shot be cut through level with the surface of the street. 11. Crosswalk dimensions, crosswalk markings and stop bar locations shall be as shown elsewhere in the plans. At intersections where crosswalk markings are not required, curb romps sholl align with theoretical crosswalks unless otherwise directed. 12. Provide curt) romps to connect the pedestrian access route at each pedestrian street crossing. Handrails are not required On curb romps. 13. Curb romps and landings shall be constructed and paid for in accordance with Item 531 "Sidewalks". 14. Place concrete at a minimum depth of 5" for ramps, flares and landings, unless otherwise directed. 15. Furnish and install No. 3 reinforcing steel bars at 18" o.c. both ways, unless otherwise directed. 16. Provide a smooth transition where the curb romps connect t0 the street. 17. Curbs shown on sheet I within the limits of payment are considered part of the curb romp for payment, whether it is concrete curb, gutter, or combined curb and gutter. 18. Existing features that comply with opplioalble standards may remain in place unless otherwise shown an the plans. DETECTABLE WARNING MATERIAL 19. Curb romps must contain a detectable warning surface that consists of raised truncated domes complying with PROWAG. The surface must contrast visually with adj pining surfaces, including side flares. Furnish and instoll on approved cast -in -place dark brown or dark red detectable warning surface material odjocent to uncolored concrete, unless specified elsewhere in the plans. 20. Detectable Warning Materials must meet TxDOT Departmental Materials Specification DMS 4350 and be listed on the Material Producer List. Install products in accordance man ufacturer's nufacturer's specifications. 21. Detectable warning surfaces must be firm, stable and slip resistant. 22. Detectable warning surfaces shall be a minimum of 24 inches in depth in the direction of pedestrian travel, and extend the full width of the curb ramp or landing where the pedestrian access route enters the street. 23. Detectable warning surfaces shall be located so that the edge nearest the curb line is at the back Of curb and neither end of that edge is greater than 5 feet from the book Of curb. Detectable warning surfaces may be curved along the Corner radius. 24. Shaded areas on Sheet I of 4 indicate the approximate location for the detectable warning surface for each curb romp type. DETECTABLE WARNING PAVERS (IF USED) 25. Furnish detectable warning paver units meeting all requirements of ASTM C-936, C-33. Lay in a two by two unit basket weave pattern or as directed. 26. Loy full-size units first followed by closure units consisting of at least 25 percent (25%) Of a full unit. Cut detectable warning paver units using a power saw. SIDEWALKS 27. Provide clear ground space at operable ports, including pedestrian push buttons. Operable parts shall be placed within unobstructed reach range specified in PROWAG section R406. 28. Place traffic signal or illumination poles, ground boxes, controller boxes, signs, drainage facilities and other items so as not to obstruct the pedestrian access route or .,.or ground space. 29. Street grades and cross slopes shall be as shown elsewhere in the plans. 30. Changes in level greater than 114 inch are not permitted. 31. The least possible grade should be used t0 maximize accessibility. The running slope Of sidewalks and crosswalks within the public right Of way may follow the grade Of the parallel roadway. Where a continuous grode greater than five percent (5%) must be provided, handrails may be desirable to improve accessibility. Handrails may also be needed to protect pedestri ors from potentially hazardous conditions. If provided, handrails shall collply with PROWAG R409. 32. Handrail extensions shall not protrude into the usable lording area or into intersecting pedestrian routes. 33. Driveways and turnouts shall be constructed and paid for in accordance with Item "Intersections, Driveways and Turnouts". Sidewalks shall be constructed and paid for in accordance with Item, "Sidewalks". 34. Sidewalk details are shown elsewhere in the at ons. DETECTABLE WARNING PAVERI PREFABRICATED DETECTABLE WITH TRUNCATED D0MES WARNING PANEL SIDE FLARE (TYP) -c N0.3 REBAR AT 18' (MA%�T R,� / `(MIND 5' DEPTH EXCLUSIVE BOTH WAYS OR AS DIRECTED / OF DETECTABLE WARNING CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION VIEW DETAIL CURB RAMP AT DETECTIBLE WARNINGS DETECTABLE WARNING SURFACE DETAILS PEDESTRIAN TRAVEL DETECTABLE WARNING DIRECTION SURFACE TURNING RAMP SPACE RAMP ................... . PARALLEL CURB RAMP BACK OF CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE RAMP ETECTABLE WARNING SURFACE SIDE FLARE 2' tMi N.) (TYP) PERPENDICULAR CURB RAMP `BACK OF CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE SIDE CURB "NOTE: �(TYP) BOTH ENDS OF THE gpyp DETECTABLE WARNING SURFACE SHALL BE 5' OR LESS FROM BACK OF CURB. T DETECTABLE WARNING -Iil-i::::::::iiii SURFACE 2.::iii::i::::ii�iiMI' N5 MAX. �_ _ , / BACK OF CURB DIRECTIONAL CURB RAMP TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. 3I SHEET 2 OF 4 " • Ohb7an ,Texas Department of 7Mnspo(tet- Standard PEDESTRIAN FACILITIES CURB RAMPS PED-18 FILE: p d18 om TxDOT ":I R"AJG © TZDOT: MARCH, 2002 SIDEWALK TREATMENT AT DRIVEWAYS PLANTING OR OTHER NON -WALKING SURFACE d DRIVEWAY PAYMENT «pH, %i PQ V \ w•F 41y \ 8 4 S 4j' SETBACK SIDEWALK 53" PROTECTED PLANTING OR OTHER NON -WALKING SURFACE DRIVEWAY PAYMENT-, 2 PROTECTED ZONE -- / NOTE: IN PEDESTRIAN CIRCULATION AREA, MAXIMUM 4' PROJECTION FOR POST * / OR WALL MOUNTED OBJECTS BETWEEN 27" AND 80" ABOVE THE SURFACE. s" APRON OFFSET SIDEWALK K DRIVEL NOTES: 3E WHERE DRIVEWAYS CROSS THE PEDESTRIAN ROUTE, SIDES SHALL BE FLARED AT IOY. MAX SLOPE. 3E 3E IF CURB HEIGHT IS GREATER THAN 6 INCHES, USE GRADE LESS THAN OR EQUAL TO 5%. HANDRAIL AND DETECTABLE WARNING ARE NOT REQUIRED. MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2'-0" BETWEEN OBSTRUCTIONS 5'-0' (POLE, HYDRANT, ETC.) 1 MIN. AT 5'SIDEWALK OBSTRUCTION 5'SIDEWALK MIN. 4'MIN. AT MIN. OBSTRUCTION PLAN VIEW OBSTRUCTION (CONTROLLER CABINET, MAILBOX, ETc.I PLACEMENT OF STREET FIXTURES NOTE. ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUld 4' X 4' CLEAR GROUND SPACE REOU IRED AT PUBLIC USE FIXTURES. CLEAR SPACE ADJACENT TO PEDESTRIAN PUSH BUTTON W Z O PEDESTRIAN WITH = GUIDE CANE d 4' > 27' MAX. 27'MAX. WHEN AN OBSTRUCTION OF A HEIGHT GREATER THAN PROTRUDING OBJECTS OF A HEIGHT <27" 27" FROM THE SURFACE WOULD CREATE A PROTRUSION ARE DETECTABLE BY CANE AND DO NOT OF MORE THAN 4" INTO THE PEDESTRIAN CIRCULATION REQUIRE ADDITIONAL TREATMENT. AREA, CONSTRUCT ADDITIONAL CURB OR FOUNDATION AT THE BOTTOM TO PROVIDE A MAXIMUM 4' OVERHANG. DETECTION BARRIER FOR VERTICAL CLEARANCE< 80" SHEET 3 OF 4 *� Design Division ,Texas Department o/TYenaportetlon sraneare PEDESTRIAN FACILITIES CURB RAMPS PED-18 FILE: 0e 18 ixDOT xivP cxAM cM PA MJG © ARCH, 2002 T%DOT: M „ US o�:M: UEET PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (T... 5'X $'(MIN.) TURNING SPACE SPLIT RADIAL \ RAMP PLACEMENT \ SIDEWALK SIDEWALK ADJACENT TO CURB TYPICAL CROSSING LAYOUTS SEE SHEET I OF 4 FOR DETAILS AND DIMENSIONS STOP BAR it CROSSWALK / E SIDEWALK �4•X 4•(MtN.> SIDEWALK ADJACENT MANEUVERING SPACES TO CURB SKEWED INTERSECTION WITH "LARGE" RADIUS STOP BAR LTURNING I A CE / / CROSSWALK SIDEWALK SIDEWALK SIDEWALK ADJACENT I A'X 4'IM.N.. SIDEWALK REMOTE TO CURB MANEUVERING FROM CURB SPACES SKEWED INTERSECTION WITH "SMALL" RADIUS w w STOP BAR w 5'X $'(MIN.) w TURNING SPACE ww \ ti CROSSWALK SIDEWALK ` \ w w ww w w w w + \ I I i SIDEWALK . .—.—.—.—.—.-- SIDEWALK REMOTE I 4'X 4'(MI N.) I I SIDEWALK ADJACENT FROM CURB MANEUVERING TO CURB SPACES NORMAL INTERSECTION WITH "SMALL" RADIUS CROSSWALK O F STOP BAR AT INTERSECTION W/FREE RIGHT TURN & ISLAND 5'X 5' (MIN. ) TURNING SPACE 4'(MIN.) AT OBSTRUCTION WALK 3 SIDE5MIN. 6' PREFERRED. SIDEWALK ADJACENT TO CURB 5'X 5'(MIN.) SHARED TURNING SPACE SIDEWALK ~J $'MIN. ww w w w ww wwwwwww I SIDEWALK REMOTE FROM CURB MID -BLOCK PLACEMENT PERPENDICULAR RAMPS LEGENDI SHOWS DOWNWARD SLOPE. + DENOTES PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (IF APPLICABLE). DENOTES PLANTING OR NON -WALKING SURFACE V- NOT PART OF PEDESTRIAN CIRCULATION PATH. SHEET 4 OF 4 Design Division ,Texas Department of Transportation Standard PEDESTRIAN FACILITIES CURB RAMPS PED-18 FILE: P 18 x. .x I I-P 1 11 KM -P-G QTXDOT: IA..6;1002 � a�F Connect the ends of the successive reinforcement sheets or rolls a minimum of 6 times with hog rings. Galvanized welded wire mesh (W.W.M.) I (12.5 GA. SWG Min.) with a maximum opening size of 2"x 4"or Woven Mesh (W.M.)(See Woven mesh option detail) Top of 4' minimum steel or wood posts spaced at 6' to 8'. Softwood posts shall be 3" minimum in diameter or nominal 2" x 4". Hardwood posts shall have a minimum cross section of 1.5' x 1.5" Fasten fabric to the top strand of the wire using hog rings or card at a moximurn spacing of 15". Woven filter fabric Attach the Wire fresh and fabric On antl A posts using 4 evenly spaced staples for wooden posts (or 4 T-Clips or 2• sewn vertical pockets for steel pastel. I� PloCe 4" to 6" of fabric against the trench side and approx imantly 2" across the trench R bottom in the upstream direction. A Minimum trench size shall be 6" square. Backfill and hand tamp. TEMPORARY SEDIMENT CONTROL FENCE SCF Filter fabric 3' min. Width. I F Backfill 8 hand tale. 9D- Embed posts 18' min. FLgw� /���' or Anchor if in rock. SECTION A -A HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL Galvanized hinge joint knot woven mesh (12.5 GA.SWG Min.) requires a minimum of five horizontal wires spaced at a maximum of 12 inches apart and oil vertical wires spaced at a moximm of 12 inches apart. SEDIMENT CONTROL FENCE USAGE GUIDELINES A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland LEGEND runoff. A 2 year storm frequency may be used to calculate the flow rate to be filtered. Sediment Control Fence Sediment control fence should be sized to filter a mlaximum flow through SCF rate of 100 GPM/FT2. Sediment control fence is not recommended to control erosion from o drainage area larger than 2 acres. GENERAL NOTES 1. Vertical tracking is required on projects Where soil distributing octivities have Occurretl unless otherwise approved. 2. Perform vertical tracking on slopes to temporarily stabilize soil. 3. Provide equipment with a track Undercarriage capable of producing linear soil impressions measuring a minimum of 12" in length by 2" to 4" in width by 1/2' to 2" in depth. 4. Do not exceed 12" between track impressions. S. Install continouS linear track impressions where the minimum 12" length impressions ore Perpendicular to the slope or direction of Water flow. Dozer tfbake create track imprints parallel to the slope contour. A,7 VERTICAL TRACKING Linear soil Impressions. Des! n D�On Tezas Department o/Tiansportatlon Standard TEMPORARY EROSION. SEDIMENT AND WATER POLLUTION CONTROL MEASURES FENCE & VERTICAL TRACKING EC(1)-16 FILE1 —16 ox:ixUOt .0 o VP c.: LS © T,00T: JULY 2016 68j FLOW TEMP. EROSION CONTROL LOG ADDITIONAL UPSTREAM STAKES FOR HEAVY SECURE END OF LOG TO R RUNOFF EVENTS STAKE AS '1 DIRECTED _ A A SECURE END I OF LOG TO / STAKE AS STAKE LDG ON DOWNHILL DIRECTED SIDE AT THE CENTER, AT EACH END, AND AT J ADDITIONAL POINTS AS TEMP. EROSION NEEDED TO SECURE LOG CONTROL LOG (4' MAX. SPACING), OR AS DIRECTED BY THE ENGINEER. PLAN VIEW STAKE LOG ON DOWNHILL SIDE AT THE CENTER, AT EACH END, AND AT ADDITIONAL POINTS AS TEMP. EROSION NEEDED TO SECURE LOG CONTROL LOG (4' MAX. SPACINGI, OR • AS DIRECTED BY THE 1• (7yp,' � ENGINEER. � COMPOST CRADLES ADDITIONAL UPSTREAM UNDER EROSION STAKES FOR HEAVY CONTROL LOG RUNOFF EVENTS SECTION A -A EROSION CONTROL LOG DAM CL-D FLOW I ADDITIONAL UPSTREAM 1 STAKES FOR HEAVY RUNOFF EVENTS DISTURBED AREA aaauc rrar�n �nuna(�ana�ai J BACK OF CURB B '\LIP OF GUTTER STAKE ON DOWNHILL SIDE OF LOG AT 8' (ON CENTER) MAX. AS NEEDED TO SECURE LOG, OR AS DIRECTED BY THE ENGINEER, PLAN VIEW TEMP. EROSION CONTROL LOG R.O.W. STAKE COMPOST CRADLE UNDER EROS CONTROL LOG SECTION �,�• Y � ..ttttt.t..t.,• t SECTION B-B EROSION CONTROL LOG AT BACK OF CURB LEGEND CL-D EROSION CONTROL LOG DAM CL-BOC EROSION CONTROL LOG AT BACK OF CURB CL-Row EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY CL-SST EROSION CONTROL LOGS ON SLOPES STAKE AND TRENCHING ANCHORING CL-SSL EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING CL-DI EROSION CONTROL LOG AT DROP INLET CL-CI EROSION CONTROL LOG AT CURB INLET CL-GI EROSION CONTROL LOG AT CURB & GRATE INLET CL-J m3 BAR N REBAR STAKE DETAIL STAKE ON DOWNHILL SIDE OF )• LOG AT 8' (ON CENTER) MAX. (TYP.I AS NEEDED TO SECURE LOG, OR AS DIRECTED BY THE ENGINEER. R.O. W. C ((iUj(�IQ{Q<<QQQkIl((((((((�((Q TEMPORARY EROSION T1 CONTROL f FLOW S LOG �rISTURBED AREA SECURE END ' BACK OF CURB OF LOG TO STAKE AS Cf DIRECTED ADDITIONAL UPSTREAM LIP OF GUTTER STAKES FOR HEAVY RUNOFF EVENTS PLAN VIEW R.O.W� TEMP. EROSION CONTROL LOG COMPOST CRADLE UNDER EROSION STAKE CONTROL LOG SECTION C-C GENERAL NOTES: T. EROSION CONTROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTURER'S RECOMMENDATIONS, OR AS DIRECTED BY THE ENGINEER. 2. LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMdENDAT IONS AND AS REQUIRED FOR THE PURPOSE INTENDED. 3. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH. 4. FILL LOGS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE THE MINIMUM COMPACTED DIAMETER SPECIFIED IN THE PLANS WITHOUT EXCESSIVE DEFORMATION. 5. STAKES SHALL BE 2- X 2" WOOD OR w3 REBAR, 2'-4' LONG, EMBEDDED SUCH THAT 2' PROTRUDES ABOVE LOG, OR AS DIRECTED BY THE ENGINEER. 6. DO NOT PLACE STAKES THROUGH CONTAINMENT MESH. 7. COMPOST CRADLE MATERIAL IS INCIDENTAL & WILL NOT BE PAID FOR SEPARATELY. 8. SANDBAGS USED AS ANCHORS SHALL BE PLACED ON TOP OF LOGS & SHALL BE OF SUFFICIENT SIZE TO HOLD LOGS IN PLACE. 9. TURN THE ENDS OF EACH ROW OF LOGS UPSLOPE TO PREVENT RUNOFF FROM FLOWING AROUND THE LOG. 10. FOR HEAVY RUNOFF EVENTS, ADDITIONAL UPSTREAM STAKES MAY BE NECESSARY TO KEEP LOG FROM FOLDING IN ON ITSELF. EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY CL - ROW SEDIMENT BASIN 8. TRAP USAGE GUIDELINES An erosion control log sediment trap may be used to filter sediment out of runoff draining from an unstobil1 zed area. Lao Trope: The drainage area for a sediment trap should not exceed 5 acres. The trap capacity should be 1800 CF/Acre (0.5' over the drainage area). Control logs should be placed in the following Icaptions: 1. Within drainage ditches spaced as needed or min. 500' on center 2. Immediately preceding ditch inlets or drain inlets 3. Just before the drainage enters a water Course 4. Just before the drainage leoves the right of way 5. Just before the drainage leaves the construction limits where drainage flows oway from the project. The 1098 Should be cleaned when the sediment has accullll laced to a depth of 1/2 the log a=ter. Cleaning and removal of occumulated sediment deposits is incidentol and will rot be paid for separately. MINIMUM COMPACTED DIAMETER DIAMETER MEASUREMENTS OF EROSION CONTROL LOGS SPECIFIED IN PLANS SHEET I OF 3 Design Division ,Texas Department of Transportation I Standard TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES EROSION CONTROL LOG EC (9) —16 FILE1 -c 16 -TxDD1 11-M '—S/PI ru L6 C T%DDT: JULY 2016 I— 7EM 69xw TOP OF SLOPE 6' BELOW TOP OF SLOPE LOG SPACING (SEE EROSION CONTROL LOG SPACING TABLE BELOW) J STAGGER J 5'-0' TO 10, 5-0ABOVE TOE OF SLOP�� TOE OF SLOPE EROSION CONTROL LOGS ON SLOPES STAKE AND TRENCHING ANCHORING •'• ' b o 6' BELOW �. •�°• SECURE END TOP OF SLOPE �F LO TO D ISTURBED AREA=;';y<, OSTAKE AS / b o DIRECTED LOG SPACING S (SEE EROSION CONTROL LOG SPACING TABLE BELOW) END SECTION RAP DETAIL EROSION CONTROL LOG (EROSION CONTROL LOG SPACING TABLE SLOPE LOG DIAMETER 6" 8' 12' 18' 1.1 OR STEEPER 5' 10, 15' 20' 2.1 10, 20' 30, 40' 3:1 15' 30' 45' 60, 4:1 OR FLATTER 20' 40' 60, 80, • ADJUSTMENTS CAN BE MADE FOR SOIL TYPE: SOFT, LOAMY SOILS -ADJUST ROWS CLOSER TOGETHER; HARD, ROCKY SOILS- ADJUST ROWS FARTHER APART EROSION CONTROL LOG ADDITIONAL STAKING IF PLACE EXCAVATED NEEDED FOR MATERIAL ON UPHILL HEAVY RUNOFF SIDE OF EROSION W CONTROL LOG. EROSIN 1/\ 2' MINIM2' EVENTS CONTROOL OVERLAP /" -Tyyy//// LOG I/ 1/� 1 I/ I11 �I 1 111 I �I 1 II �I111 I�I �11 NOTE: COMPACT EXCAVATED��`���`l` SOIL TO PREVENT UNDERCUTTING. 1' 4' STAKE AND TRENCHING ANCHORING DETAIL TRENCH DEPTH TABLE LOG DIAMETER DEPTH 6 2" 8. 3" 12" 4. 18' S" STAK '/2 • x Zr" NOTCH STAKE NOTCH DETAIL STAGGER 5'-0' TO I 5'-0' ABOVE /,jj TOE OF SLOPE / .(��1�((� TOE OF SLOPE EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING STAKE 2' x 2" WOOD ROPE or e3 REBAR, 2' TO 0' LONG. 2' MINIMUM 2' EROSION I OVERLAP CONTROL I LOG I NOTCH SLOPE STAKE AND LASHING ANCHORING I IL L SHEET 2 OF 3 I Dome, Ar Texas Department Of TrumporloO I TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES EROSION CONTROL LOG EC (9) —16 _ FILE: a 116 ows LS/PI a LS ©TxDOT: JULY 2016 of c 1 Sx70 xp. TOP OF SLOPE J EROSION CONTROL LOG 8� p p SECURE ENDS OF LOG TO ` STAKE AS DIRECTED 8 TEMP. EROSION — CONTROL LOG FLOW Fy 6� o� 5 if i� RLAP ENDS TIGHTLY MINIMUM COMPLETELY SURROUND DRAINAGE ACCESS TO AREA DRAIN INLETS WITH EROSION CONTROL LOG FLOW �.j EROSION CONTROL LOG AT DROP INLET <o cl 80 �� l.L-V a€ F€ g« V n°k wF 2 FTC CURB AND GRATE INLET CURB 6' CUR CURB INLET SANDBAG ° INLET \ EXTENSION ° O ° O R0I Rp4 pK4Y f� f 2 SAND BAGS oY otow \ °r TEMP. EROSION USE STAKES ON DOWNSTREAM SIDE OF LOGS AT ENDS MIDPOINT, 6 AS TEMP. EROSION CONTROL LOG \/ 2 SAND BAGS CONTROL LOG NEEDED OR SANDBAGS TO HOLD IN PLACE. EROSION CONTROL LOG AT CURB INLET EROSION CONTROL LOG AT CURB INLET CCL-C�� CCL-CAL � TEMPORARY EROSION CONTROL LOG - . 5 USE STAKES ON DOWNSTREAM SIDE OF LOGS AT ENDS MIDPOINT & AS NEEDED OR SANDBAGS TO HOLD IN PLACE. o F F SANDBAG EROSION CONTROL LOG AT CURB & GRADE INLET CL-GI NOTE: EROSION CONTROL LOGS USED AT CURB INLETS SHOULD ONLY BE USED IF THEY WILL NOT IMPEDE TRAFFIC OR FLOOD THE ROADWAY OR WHEN THE STORM SEWER SYSTEM IS NOT FULLY FUNCTIONAL. SECTION B-B 24-30' AIB, B 16'-18" L SHEET 3 OF 3 pNb7o� Department of Tmngmt tim Slandold TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES EROSION CONTROL LOG EC(9)-16 FILES -916 ox:T-DOT 1-M —LS/PT c LS © T%DOT: JULY 2016 EE o