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Contract 53119-PM1
FoRrWoRTH ~ PROJECT MANUAL FOR THE CONSTRUCTION OF HEATHER MEADOWS City Project No. 101679 Water Project No. 56008-0600430-101679-001580 Sewer Project No. 56008-0700430-101679-001380 File No. W-2576, X-25551 Betsy Price Mayor David Cooke City Manager Christopher P. Harder Water Director William M. Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2019 OFFICIAL RECORD CITY SECRETA RY FT. WORTH, TX L--------J 00 00 10- 1 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Page 1 of 4 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 101679 Revised September 1, 2015 SECTION 00 00 10 1 TABLE OF CONTENTS 2 DEVELOPER AWARDED PROJECTS 3 4 Division 00 - General Conditions 5 00 11 13 Invitation to Bidders 6 00 21 13 Instructions to Bidders 7 00 41 00 Bid Form 8 00 42 43 Proposal Form Unit Price 9 00 43 13 Bid Bond 10 00 45 11 Bidder’s Prequalification’s 11 00 45 12 Prequalification Statement 12 00 45 13 Bidder Prequalification Statement 13 00 45 26 Contractor Compliance with Workers' Compensation Law 14 00 45 40 Minority Business Enterprise Goal 15 00 52 43 Agreement 16 00 61 25 Certificate of Insurance 17 00 62 13 Performance Bond 18 00 62 14 Payment Bond 19 00 62 19 Maintenance Bond 20 00 72 00 General Conditions 21 00 73 00 Supplementary Conditions 22 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded 23 Projects 24 25 Division 01 - General Requirements 26 01 11 00 Summary of Work 27 01 25 00 Substitution Procedures 28 01 31 19 Preconstruction Meeting 29 01 31 20 Project Meetings 30 01 32 16 Construction Progress Schedule 31 01 32 33 Preconstruction Video 32 01 33 00 Submittals 33 01 35 13 Special Project Procedures 34 01 45 23 Testing and Inspection Services 35 01 50 00 Temporary Facilities and Controls 36 01 55 26 Street Use Permit and Modifications to Traffic Control 37 01 57 13 Storm Water Pollution Prevention Plan 38 01 58 13 Temporary Project Signage 39 01 60 00 Product Requirements 40 01 66 00 Product Storage and Handling Requirements 41 01 70 00 Mobilization and Remobilization 42 01 71 23 Construction Staking 43 01 74 23 Cleaning 44 01 77 19 Closeout Requirements 45 01 78 23 Operation and Maintenance Data 46 01 78 39 Project Record Documents 47 48 49 00 00 10- 2 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Page 2 of 4 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 101679 Revised September 1, 2015 Technical Specifications which have been modified by the Engineer specifically for this 1 Project; hard copies are included in the Project’s Contract Documents 2 3 NONE 4 5 Technical Specifications listed below are included for this Project by reference and can be 6 viewed/downloaded from the City’s Buzzsaw site at: 7 8 htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-9 %20Construction%20Documents/Specifications 10 11 12 Division 02 - Existing Conditions 13 02 41 13 Selective Site Demolition 14 02 41 14 Utility Removal/Abandonment 15 02 41 15 Paving Removal 16 17 Division 03 - Concrete 18 03 30 00 Cast-In-Place Concrete 19 03 34 13 Controlled Low Strength Material (CLSM) 20 03 34 16 Concrete Base Material for Trench Repair 21 03 80 00 Modifications to Existing Concrete Structures 22 23 Division 26 - Electrical 24 26 05 00 Common Work Results for Electrical 25 26 05 10 Demolition for Electrical Systems 26 26 05 33 Raceway and Boxes for Electrical Systems 27 26 05 43 Underground Ducts and Raceways for Electrical Systems 28 29 Division 31 - Earthwork 30 31 10 00 Site Clearing 31 31 23 16 Unclassified Excavation 32 31 23 23 Borrow 33 31 24 00 Embankments 34 31 25 00 Erosion and Sediment Control 35 31 36 00 Gabions 36 31 37 00 Riprap 37 38 Division 32 - Exterior Improvements 39 32 01 17 Permanent Asphalt Paving Repair 40 32 01 18 Temporary Asphalt Paving Repair 41 32 01 29 Concrete Paving Repair 42 32 11 23 Flexible Base Courses 43 32 11 29 Lime Treated Base Courses 44 32 11 33 Cement Treated Base Courses 45 32 12 16 Asphalt Paving 46 32 12 73 Asphalt Paving Crack Sealants 47 32 13 13 Concrete Paving 48 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 49 32 13 73 Concrete Paving Joint Sealants 50 00 00 10- 3 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Page 3 of 4 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 101679 Revised September 1, 2015 32 14 16 Brick Unit Paving 1 32 16 13 Concrete Curb and Gutters and Valley Gutters 2 32 17 23 Pavement Markings 3 32 31 13 Chain Link Fences and Gates 4 32 31 26 Wire Fences and Gates 5 32 31 29 Wood Fences and Gates 6 32 32 13 Cast-in-Place Concrete Retaining Walls 7 32 91 19 Topsoil Placement and Finishing of Parkways 8 32 92 13 Hydro-Mulching, Seeding, and Sodding 9 32 93 43 Trees and Shrubs 10 11 Division 33 - Utilities 12 33 01 30 Sewer and Manhole Testing 13 33 01 31 Closed Circuit Television (CCTV) Inspection 14 33 03 10 Bypass Pumping of Existing Sewer Systems 15 33 04 10 Joint Bonding and Electrical Isolation 16 33 04 11 Corrosion Control Test Stations 17 33 04 12 Magnesium Anode Cathodic Protection System 18 33 04 30 Temporary Water Services 19 33 04 40 Cleaning and Acceptance Testing of Water Mains 20 33 05 10 Utility Trench Excavation, Embedment, and Backfill 21 33 05 12 Water Line Lowering 22 33 05 13 Frame, Cover and Grade Rings 23 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 24 33 05 16 Concrete Water Vaults 25 33 05 17 Concrete Collars 26 33 05 20 Auger Boring 27 33 05 21 Tunnel Liner Plate 28 33 05 22 Steel Casing Pipe 29 33 05 23 Hand Tunneling 30 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 31 33 05 26 Utility Markers/Locators 32 33 05 30 Exploratory Excavation for Existing Utilities 33 33 11 10 Ductile Iron Pipe 34 33 11 11 Ductile Iron Fittings 35 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 36 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 37 33 11 14 Buried Steel Pipe and Fittings 38 33 11 15 Pre-stressed Concrete Cylinder Pipe 39 33 12 10 Water Services 1-inch to 2-inch 40 33 12 11 Large Water Meters 41 33 12 20 Resilient Seated Gate Valve 42 33 12 21 AWWA Rubber-Seated Butterfly Valves 43 33 12 25 Connection to Existing Water Mains 44 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 45 33 12 40 Dry-Barrel Fire Hydrants 46 33 12 50 Water Sample Stations 47 33 12 60 Blow-off Valves 48 33 31 12 Cured in Place Pipe (CIPP) 49 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 50 00 00 10- 4 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Page 4 of 4 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 101679 Revised September 1, 2015 33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 1 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 2 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 3 33 31 22 Sanitary Sewer Slip Lining 4 33 31 23 Sanitary Sewer Pipe Enlargement 5 33 31 50 Sanitary Sewer Service Connections and Service Line 6 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 7 33 39 10 Cast-in-Place Concrete Manholes 8 33 39 20 Precast Concrete Manholes 9 33 39 30 Fiberglass Manholes 10 33 39 40 Wastewater Access Chamber (WAC) 11 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 13 33 41 11 HDPE Storm Sewer Pipe 14 33 46 00 Sub drainage 15 33 46 01 Slotted Storm Drains 16 33 46 02 Trench Drains 17 33 49 10 Cast-in-Place Manholes and Junction Boxes 18 33 49 20 Curb and Drop Inlets 19 33 49 40 Storm Drainage Headwalls and Wingwalls 20 21 Division 34 – Transportation 22 34 41 10 Traffic Signals 23 34 41 13 Removing Traffic Signals 24 34 41 20 Roadway Illumination Assemblies 25 34 41 30 Aluminum Signs 26 34 71 13 Traffic Control 27 28 29 Appendix 30 GC-4.02 Subsurface and Physical Conditions 31 GR-01 60 00 Product Requirements 32 33 END OF SECTION34 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM 004243 DAP - a1D PROPOSAL page i ors Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT 1: WATER IMPROVEMENTS _ 1 0241.1012 Remove 6" Water Line 0241 14 LF 220 $10.00 $2,200.00 0241.1218 4"-12" Water Abandonment Plus; 02.41 14 EA 1 $500.00 $500.00 3 — 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 $900.00 $900.00 _ 4 0241.1511 Salvage 3/4" Water Meter 0241 14 EA 3 $500.00 $1.500.00 3201.0400 TemporaryTemponary As halt Paying Repair 3201 18 LF 86 $60.00 $5.160.00 6 -7� 3305.010.9 Trench Safe 33 05 10 LF 2305 S1.001 $2.305.00 -_ 3311.0001 Ductile Iron Water Fittings iv/ Restraint 33 11 11 TON 4.25 $6.700.00 $28,475.00 _ 8 3311.0261 8" PVC Water Pie 3311 12 LF 2305 $26.00 $59,930.00 _ 9 _3312.0001 —10 Fire Hydrant 331240 EA 6 $3,200.00 $19,200,00 3312.4203 21" X 8" Tapping Sleeve & Valve 33 12 25 EA 2 $12,000.00 $24,000.00 11 _-12 _ 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $1,000.00 $1,000.00 3312.2003 1" Water Service 33 1210 EA 69 $950.00 $65,550.00 _ 13 3312.3002 6" Gate Valve 33 12 20 EA. 6 $890.00 $5.340.00 14 3312.3003 8" Gate Valve 33 1220 EA 10 $1,310.00 $13,100.00 15 16 17 _-18 79 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 TOTAL UNIT I: WATER IMPROVEMENTS $229,160.00 MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version Seplanber 1, 2015 00 42 43 DidPropos2LDAPJaclson 004243 DAP. DID PROPOSAL Page 2 or8 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item infomtation Bidders Proposal Bidlist Item Specification Unit of Bid No. Description Unit Price Bid Vnluc Section No. Measure Quantity UNIT 11: SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post -CCTV Inspection 33 01 31 ILF 2109 $2.00 $4,218.00 v2 _— 3305.0109 Trench Safety 33 05 10 LF 2109 $1.00 $2,109.00 3 3301.0101 Manhole Vacuum Testing 33 01 30 _ EA 9 $220.00 $1.980.00 _ 4 3331.3101 4" Sewer Service 33 31 50 EA 68 $698.00 $47.464.00 5 3331.4116 8" Sewer Pi . CSS Backfill (PVg 33 31 20 — — LF I80 $75.00 $13,500.00 6 — 3331 A 115 8" Sewer Pipe (PV 33 31 20 LF 1929 $32.00 $61,728.00 7 33 39 10, _ 3339.1001 4' Manhole 33 39 20 EA 9 $4,150.00 $37.350.00 8 333910, _ 3339.1003 4' Extra Depth Manhole 33 39 20 — VF 29 $150.00 $4,350.00 9 _ 10— ��_—_ — _ _ — __..------.._.� __.___—.__ _ 11 ..-- ----- --•--.._.._._ ._—___ ...—_._ ___ �__.____. 12 13 14 _ 15 'Note trench water stops are included in pipe price 16 17 18 19 2D 21 22 23 --24- --25 _ 26 27 28 29 30 31 _ 32 - 34 35 36 ...... _37_—_—_.—_ —__._____....----_.—____— __--___.—.___._.-_______._._.___ _ 38 __._..__.._ _._..._____-. •---- ._---_ ____ _.._. 41 _42--_---.___-- 43 44 45 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $172,699.00 CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMEMS- DEVELOPER AWARDED PROJECTS Fom, Vcaton September 1, 2015 I,Y6�r-, 004243_Did Proposal_DAP Jackson UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of S Bidder's Application Bidders Proposal Bidlist Item No. Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity UNIT 111A: DRAINAGE IMPROVEMENTS - ONSITE 1 _ 3125.0101 SWPPP ? I acre 1312500 LS 1 $1,000.00 $1.000.00 2 3305.0109 Trench Safety 33 05 10 LF 948 $1.00 $948.00 3 — 3341.0201 21" RCP, Class III 3341 10 LF 163 $59.00 $9,617.00 4 _ 3341.0205 24" RCP, Class Ill 3341 10 LF 252 $69.00 $17,388.00 _ 5 3341.0302 30" RCP, Class II1 3341 10 LF 156 $92.00 $14.352.00 6-� 3341.0303 30" RCP, Class IV 3341 10 LF ISO $101.001 $18.180.00 7 _ 3341.0309 36" RCP, Class III 3341 10 LF 197 $126.00 $24.822.00 _ _ 8 3349.0001 4' Stotm Junction Box 334910 EA 3 $3,700.00 $11.100.00 — 9 _ 3349.5001 t0' Curb Inlet 33 49 20 EA 10 $4.300.00 $43,000.00 10 ___—_- •-.- 11 . --.-_---- ___ _.___-.__............. _-12- 13 155 -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 -..-----.-___.____..__. TOTAL UNIT IIIA: DRAINAGE IMPROVEMENTS $140,407.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS For" Version September 1, 2015 004243- A1dVmpsWLDA11m1=n SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - DID PROPOSAL Page 4 ofs Bidder's Application Project Item Information Bidders Proposal Bidlist Item DescriptionSection Specification I Unit of I Bid Unit Price Bid Value No, No. Measure Quamity UNIT IIIB: DRAINAGE IMPROVEMENTS - ALTA VISTA 1 3305.0109 Trench Safety 33 05 10 ILF 206 $1.00 $206.02 2 - 3341.0201 21" RCP, Class III 3341 10 LF 65 $59.00 $3,835.00 3 - 3341.0302 30" RCP, Class Ili 3341 10 LF 141 $92.00 $12.972.00 4� 3349.0001 4' Storm Junction Box 33 49 10 EA 1 $3,700.00 $3,700.00 �^ 5 _ 3349.5001 I & Curb inlet 33 49 20 EA 2 $4,300.00 $8,600.00 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-- ---- -- 44 - _ - __ - - ----- - -- 41 -- -- - -- - -- -- _ __------_-_._.--- �_._- --.._- _ _-_- - _ _ 42- 43 - _-_ Days for Water, Sanitary Sewer, and Drainage - ---- 45_ -__. _ -___days ___. __-_- •,____-_-__ _- -_,.._ 44 45- _Total_Working --46 - -- TOTAL UNIT IIIB: DRAINAGE IMPROVEMENTS1 $29,313.0D CRY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Vcraim September 1, 2015 00 42 43Did PtaposaUAP Jadmon SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - DID PROPOSAL Pagc 5 cf g Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IVA: PAVING IMPROVEMENTS - ONSITE 1 3213.0101 6" Cone Pvmt 32 13 13 SY 7560 $43.00 $325,080.00 2 3211.0400 ii ,4mted Lime (36k per $ 32 11 29 TN 142 $201.00 $28,542.00 - 3 - 3211.0501 6" Lime Treatment 32 11 29 SY 7900 $4.50 $35,550.00 _ 4 - 3292.0500 Seeding, Soil Retention Blanket 3292 13 SY 1300 $3.00 $3,900.00 -� 5 3213.0501 Barrier Free Ramp, 1Xpe R I 32 13 20 EA 4 $2,100.00 $8,400.00 _- 6 3213.0504 Barrier Free Ramp. T e M-2 32 13 20 EA 2 $1,600.00 $3,200.00 7 3441.4006 Install Alum Sien Ground Mount 34 41 30 JEA 5 $450.00 $2,250.00 - 8 3441AO07 Install Alum Sign Ex Pole Mount 34 41 30 JEA 7 $450.00 $3.150.00 - 10 -11 _ 11 _ 13 -- _14 15 16 17 18 19 20 21 - _--------.------------.__ - ___--_----_-_ ._ ___--- ---•-- _. _ .__. .. 23 24 25 26 27 28 --- -- -- - _ - 29 30 --__— — — ----__.-__—_ ..----- __ - ---- 31 - -- —_. _ 32 33�- - 34- - -- - _ ___ _ ---- - --- ------ ----- --- - _ - - - 35- _ 36 ._ 37 _ _-_------____ _.--...-------__. _ _ _...__ ------ - _._.__^.____ _ -•• ..-._..__..-._._._____..._ - ---- -- 38 —__--.__- _ -__ _ ___ --__ _ _-- _39 -_40.____-._..— 41 _ _ -42 - 43-------- 44_ 45 46 TOTAL UNIT IVA: PAVING IMPROVEMENTS1 $410,072.00 Cr1Y or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Vcrsion September 1, 2015 00 42 43Did Proposal DAP Jackson SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE DID DD 42 a3 DAP-BIDPROPOSAL Page 6 of $ Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description No. p Specification Section No. Unit of Bid Measure Quantity Unit Price Bid Value UNIT IVB: PAVING IMPROVEMENTS - ALTA VISTA _ 1 3213.0103 8" Cone Pvmt 32 13 13 SY 1850 $59.00 $109,150.00 2- _ 0241.1100 Remove Asphalt Pvmt 024115 SY 1880 $6.00 $11,280.00 _ 3 3211.0400 H dmted Lime (48ff per SY) 32 11 29 TN 48 $201.00 $9.648.00 _ - 4:_ _ 3211.0502 8" Lime Treatment 32 11 29 SY 2000 $4.50 $9.000.00 5 — 32 33,0301 4" Cone Sidewalk 32 13 20 SF 3380 $5.70 $19,266.00 T 6 3213.0501 Barrier Free Ramp, Tv R 1 32 13 20 EA 4 $2,100.00 $8,400.00 7 3291.0100 Topsoil 3291 19 CY 190 $38.001 $7,220.00 8 --9 - 32 22.0100 Block Sod Placement 32 92 13 SY 1130 $6.001 $6,780.00 3471.0001 Traffic Control 3471 13 MO 2 $2.000.00 $4,000.00 - 10 3123.0101 Unclassified Excavation by Plan 312316 CY 385 $48.00 $18,480.00 - 11 - 3212.0401 HMAC Transition 32 12 16 TN 5 $192.00 $960.00 12 - 13 _ i4 15 _ 16 17 18 19 _- 20__ 21 22 23 24--�--- 25 26 27 28 -- --- - ------------- 29 — - -- -- -. - ----- -.T-- 30 31 32 33 - - 34 - -- ----- 35 - - -- - - ---- --- _ - -- - -- — 36 37-- 38 39 - 40 41 - -42 43 44 45 46 _ Total Working.•! ays for Pgv[1gg, 45 ._.:-_._._.._.___.- . TOTAL UNIT IVB: PAVING IMPROVEMENTS $204,184.00 CITY OF FORT %VORTH STANDARD CONSTRUCTION SPECIFICATION DOCUME1 ITS - DEVELOPER AWARDED PROJECTS Fonn Vraion September 1.2015 00 42 43_Did PraposaLDAP Jackson 00 42 43 DAP -BID PROPOSAL Page 7 of S SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Descti lion Specification Unit of Bid No. P Section No. I Measure I Quantity Unit Price Bid Value UNIT V.- LIGHTING IMPROVEMENTS 1 3441.3002 Rd = Illum AssMbly TY 8, l l,D-25, and D-30 1344120 JEA 8 2— 3441.3301 Rdivy Ilium Foundation TY 1,2, and 4 344120 EA 8 3 _ 2605.3018 2" Conduit PVC Sch 80, Open Cut 26 05 33 LF 443 _ 4 _ 3441.3401 6-6-6 Triplex Alum EleeConductor 34 41 20 LF 443 -_ 5- -- - _ 8 _ 9 10 11 12 13 —_ 14� —15 _ _.. 118 17 18 19 20 _._. __.___...__—._..._ _—_._.__.._.__ _.__._.._._....__. _........ _-22 _. 23 _ 24 25 — _. 26 29 30- 31 __.32 __.__.._..._____._..__._.__.____.. _.___..----_._._.____._.._._._ __.._._------�- 33 34 35 - 36 -- 37 ----_.—_.__ -----_..,__ 38 39 40 41 42 43 _44 .-- _ __.—.—_______— • _ _Total Working Days for Lighting. Days 45 -46 TOTAL UNIT V: LIGHTING IMPROVEMENTS _ CrtY OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fotm Version September 1, 2015 00 42 4 _Bid Pmpo=LDAP J.ulson 004243 DAP - BID PROPOSAL. Page 8 ars SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Did Summary UNIT 1: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IIIA: DRAINAGE IMPROVEMENTS - ONSITE UNIT IIIB: DRAINAGE IMPROVEMENTS -ALTA VISTA UNIT IVA: PAVING IMPROVEMENTS - ONSITE UNIT IVB: PAVING IMPROVEMENTS - ALTA VISTA UNIT V: LIGHTING IMPROVEMENTS $229,160.00 $172.699.00 $140.407.00 $29,313.00 $410,072.00 $204,184.00 - Total Construction Did 1 $1.185.835.00 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 90 calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CRY OF FORTIVORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fmm Version ScpmmEer I, 2015 004243 B/Propos2LDAPJ=ksan SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page l of I Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. I Unit of Measure Bid Quantity Uait Price Bid Value µ UNIT V: LIGHTING IMPROVEMENTS 1 _ 3441.3002 Rd%%) Illum Assmbla TY 8,11,D-25, and D-30 34 41 20 EA 8 $2.231.00 $17,848.00 2 3441.3301 Rdwy Ilium Foundation TY 1,2, and 4 344120 EA 8 $1,609.00 $12,872.00 3 �4 2605.3018 2" Conduit PVC Sch 80, O +cn Cut 26 05 33 LF 443 $14.01 $6,206.43 3441.3401 6-6-6 Triplex Alum Elec Conductor 34 41 20 LF 443 $3.24 $1,435.32 TOTAL UNIT V: LIGHTING IMPROVEMENTS $38,361.75 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to rmr as provided in the General Conditions CRY OF FORT W ORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS I = Vmioa Sepremba 1, 2015 END OF SECTION 30 calendar days after the date when the Richard Wolfe President Independent Utility Construction, Inc. 004243_Bid Pmpoul_DAP4ndepeudent 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 "Major Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Wastewater Mains (all sizes) for Jackson Construction, Ltd 04-30-2020 New Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods 04-30-2020 Water Mains (all sizes) for New Jackson Construction, Ltd Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods Asphalt Pavement Jackson Construction, Ltd. 04-01-2020 Construction/Reconstruction Concrete Pavement Jackson Construction, Ltd. 04-01-2020 Construction/Reconstruction The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd BY: Troy L. Jackson 5112 Sun Valley Drive - Fort Worth, TX 76119 gnature) TITLE: President DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 or Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Roadway and Pedestrian Lighting I Independent Utility Construction, Inc Prequalification Expiration Date 04/03/2021 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: BY: RicKa d Wolfe e'l' <' (, Ignature) TITLE: President DATE: 11-27-19 END OF SECTION CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Project No. 101679 Revised September 1, 2015 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 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. 101679. 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: Jackson Construction, Ltd. Company 5112 Sun Valley Drive Address Fort Worth, TX 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Troy L. Jackson (Please Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Troy L. Jackson , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of President for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,VA , 20_. Nicole McCollum 104tap4utlic in an forte State of Texas ? ¢ My Commission Expires 10/30/2022 j .._.. F IQ No. 129952648 OF END OF SECTION CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101679 Revised April 2, 2014 00 45 26 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. 101679. 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: Independent Utility Construction, Inc. By: Richard Wolfe Company ease Print) 5109 Sun Valley Drive Signature: Address Fort Worth TX 76119 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Independent Utility Construction. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. '�` GI"UTMYHAND A SEAL OF OFFICE this � I day of n CHRISTINA GARCIA ary Public in and for the : tate of Texas ;Notary Public, State of Texas Comm. Expires 12-20-2020 Notary I❑ 130940785 mnn END OF SECTION CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101679 Revised April 2, 2014 12/13/19 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of One Million One Hundred Eighty Five Thousand Eight Hundred Thirty Five Dollars 38 ($ 1,185,835.00 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A.The Contract Documents which comprise the entire agreement between Developer and Contractor 42 concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form (As provided by Developer) 46 1) Proposal Form (DAP Version) 47 2) Prequalification Statement 48 3) State and Federal documents (project specific) 49 b. Insurance ACORD Form(s) 50 c. Payment Bond (DAP Version) 51 d. Performance Bond (DAP Version) 52 e. Maintenance Bond (DAP Version) 53 f. Power of Attorney for the Bonds 54 g. Worker's Compensation Affidavit 55 h. MBE and/or SBE Commitment Form (If required) 56 3. Standard City General Conditions of the Construction Contract for Developer Awarded 57 Projects. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 60 attached, as incorporated by reference and described in the Table of Contents of the Project's 61 Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the Agreement 66 and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Project No. 101679 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 75 the city, its officers, servants and employees, from and against any and all claims arising out of, 76 or alleged to arise out of, the work and services to be performed by the contractor, its officers, 77 agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 78 provision is s recifically intended too erate and be effective even if it is alleged or proven that 79 all or some of the damages bein sought were caused in whole or in Vart, by any act omission 80 or negligence of the citv. This indemnity provision is intended to include, without limitation, 81 indemnity for costs, expenses and legal fees incurred by the city in defending against such claims 82 and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 85 its officers, servants and employees, from and against any and all loss, damage or destruction 86 of property of the city, arising out of, or alleged to arise out of, the work and services to be 87 performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 88 under this contract. This indemnification provision is specifically intended to operate and be 89 effective even if it is alleged or proven that all or some of the damages being sought were caused, 90 in whole or in part, by any act, omission or negligence of the city. 91 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement are defined in Article I of the Standard City Conditions of the 95 Construction Contract for Developer Awarded Projects. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 98 without the advanced express written consent of the Developer. 99 7.3 Successors and Assigns. 100 Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives 101 to the other party hereto, in respect to all covenants, agreements and obligations contained in the 102 Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 105 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 106 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 107 7.5 Governing Law and Venue. 108 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 109 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 110 Fort Worth Division. CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Project No. 101679 Revised June 16, 2016 111 112 113 7.6 Authority to Sign. 005243 -4 Developer Awarded Project Agreement Page4of4 114 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 115 signatory of the Contractor. 116 117 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement m multiple 118 counterparts. 119 120 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 121 122 Contractor: Jackson Construction, Ltd. By:~4 ~~ (Sign re) Troy L. Jackson (Printed Name) Title: President Company Name: Jackson Construction; Ltd. Address: 5112 Sun Valley Drive City/State/Zi p: Fort Worth, TX 76119 Date CITY OF FORT WORTH Developer: ~vfil vr~rA ~~N"~ t.:rO. By : (Printed Name) Title: ~~c C\:;:N( o~ 6~ PAtz:rr.JffZ Company name: CW l'.01"1 M~ '4C,-£..lL Address: City /State/Zi p: 1taurz, -r~ 1r,ZL{L.( Date STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-:-DEVELOPER AWARDED PROJECTS Revised June 16, 2016 HEATHER MEADOWS . Project No. 101679 12/13/19 12/13/19 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Thirty Eight Thousand Three Hundred sixty one & 751100 Dollars 38 ($ 38,361.75 ). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Proj ects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Project No. 101679 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 75 the city, its officers, servants and employees, from and against any and all claims arising out of, 76 or alleged to arise out of, the work and services to be performed by the contractor, its officers, 77 agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 78 vrovision is specifically intended too erate and be effective even if it is alleLred or vroven that 79 all or some of the dams es being soup -lit were caused in whole or in part, b • an • act omission 80 or negligence of the city. This indemnity provision is intended to include, without limitation, 81 indemnity for costs, expenses and legal fees incurred by the city in defending against such claims 82 and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 85 its officers, servants and employees, from and against any and all loss, damage or destruction 86 of property of the city, arising out of, or alleged to arise out of, the work and services to be 87 performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 88 under this contract. This indemnification provision is specificallyspecifical!y intended too erate and be 89 effective even if it is alleged or proven that all or some of the damages being sought were caused, 90 in whole or in part, by anv act omission or n Ali ence of the city. 91 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 95 Construction Contract for Developer Awarded Projects. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 98 without the advanced express written consent of the Developer. 99 7.3 Successors and Assigns. 100 Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives 101 to the other party hereto, in respect to all covenants, agreements and obligations contained in the 102 Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 105 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 106 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 107 7.5 Governing Law and Venue. 108 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 109 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 110 Fort Worth Division. CITY OF FORT WORTH HEATHER MEADOWS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Project No. 101679 Revised June 16, 2016 111 112 00 52 43 -4 Developer A warded Project Agreement Page 4 of 4 113 7 .6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 115 signatory of the Contractor. 116 117 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 118 counterparts. 119 120 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 121 122 Contractor: Independent Utility Construction, Inc. By :~ Developer: AL.ti'\ Vr~f\?\ P'Ai7r"t-J~~ f...W. B y: fiv~, {Sigllature) Richard Wolfe (Printed Name) (Printed Name) Title: President Title: ~<~f tlF b~t.-PAfZf f'.)t(Z Company Name:lndependent Utility Construction, Inc. Company name: cw (,O mMe:rzt114(., Ul- Address: 5109 Sun Valley Drive _A_ddr_e_ss_: _________________ _ 9.o. &)(aw Cir:y /State/Zi p: Fort Worth, TX 76119 City /State/Zi p: ~, 1"¥'. 1"Zt.l~ Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Revised June 16. 2016 HEATHER MEADOWS Project No. 101679 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II — WHO IS AN (a) The Additional Insured — Owners, Les - INSURED: sees or Contractors — Scheduled Person Any person or organization that: or Organization endorsement CG 20 10 a. You agree in a written contract or agreement to 07 04 or CG 20 10 04 13, the Additional include as an additional insured on this Coverage Insured — Owners, Lessees or Contrao- Part; and tors — Completed Operations endorse- ment CG 20 37 07 04 or CG 20 37 04 13, b. Has not been added as an additional insured for or both of such endorsements with either the same project by attachment of an endorse- of those edition dates; or ment under this Coverage Part which includes (b) Either or both of the following: the Addi- such person or organization in the endorsement's tional Insured — Owners, Lessees or Con - schedule; tractors — Scheduled Person Or Organi- is an insured, but: zation endorsement CG 20 10, or the Ad- a. Only with respect to liability for "bodily injury" or ditional Insured — Owners, Lessees or "property damage" that occurs, or for "personal Contractors — Completed Operations en - injury" caused by an offense that is committed, dorsement CG 20 37, without an edition subsequent to the signing of that contract or date of such endorsement specified; agreement and while that part of the contract or the person or organization is an additional in - agreement is in effect; and sured only if the injury or damage is caused, b. Only as described in Paragraph (1), (2) or (3) be- in whole or in part, by acts or omissions of low, whichever applies: you or your subcontractor in the performance (1) If the written contract or agreement specifical- of "your work" to which the written contract or ly requires you to provide additional insured agreement applies; or coverage to that person or organization by (3) If neither Paragraph (1) nor (2) above applies: the use of: (a) The person or organization is an addi- (a) The Additional Insured — Owners, Les- tional insured only if, and to the extent sees or Contractors — (Form B) endorse- that, the injury or damage is caused by ment CG 20 10 11 85; or acts or omissions of you or your subcon- (b) Either or both of the following: the Addi- tractor in the performance of "your work" tional Insured — Owners, Lessees or Con- to which the written contract or agree - tractors — Scheduled Person Or Organi- ment applies; and zation endorsement CG 20 10 10 01, or (b) Such person or organization does not the Additional Insured — Owners, Lessees qualify as an additional insured with re - or Contractors — Completed Operations spect to the independent acts or omis- endorsement CG 20 37 10 01; sions of such person or organization. the person or organization is an additional in- The insurance provided to such additional insured is sured only if the injury or damage arises out subject to the following provisions: of "your work" to which the written contract or a. If the Limits of Insurance of this Coverage Part agreement applies; shown in the Declarations exceed the minimum (2) If the written contract or agreement specifical- limits required by the written contract or agree- ly requires you to provide additional insured ment, the insurance provided to the additional in - coverage to that person or organization by sured will be limited to such minimum required the use of: limits. For the purposes of determining whether CG D6 04 0219 © 2017 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 52768523 1 19-20 GL/Auto/WC/$10mil Umb i Stephanie Pitzer 1 12/9/2019 10015:29 AM (CST) i Page 2 of 13 COMMERCIAL GENERAL LIABILITY this limitation applies, the minimum limits required by the written contract or agreement will be con- sidered to include the minimum limits of any Um- brella or Excess liability coverage required for the additional insured by that written contract or agreement. This provision will not increase the limits of insurance described in Section III — Limits Of Insurance. b. The insurance provided to such additional insured does not apply to: (1) Any "bodily injury', "property damage" or "personal injury" arising out of the providing, or failure to provide, any professional archi- tectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and (b) Supervisory, inspection, architectural or engineering activities. (2) Any "bodily injury' or "property damage" caused by "your worK' and included in the "products -completed operations hazard" un- less the written contract or agreement specifi- cally requires you to provide such coverage for that additional insured during the policy period. C. The additional insured must comply with the fol- lowing duties: (1) Give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (a) How, when and where the "occurrence" or offense took place; (b) The names and addresses of any injured persons and witnesses; and (c) The nature and location of any injury or damage arising out of the "occurrence" or offense. (2) If a claim is made or "suit" is brought against the additional insured: (a) Immediately record the specifics of the claim or "suit" and the date received; and (b) Notify us as soon as practicable and see to it that we receive written notice of the claim or "suit" as soon as practicable. (3) Immediately send us copies of all legal pa- pers received in connection with the claim or "suit% cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. (4) Tender the defense and indemnity of any claim or "suit" to any provider of other insur- ance which would cover such additional in- sured for a loss we cover. However, this con- dition does not affect whether the insurance provided to such additional insured is primary to other insurance available to such additional insured which covers that person or organiza- tion as a named insured as described in Par- agraph 4., Other Insurance, of Section IV — Commercial General Liability Conditions. Page 2of2 © 2017 The Travelers Indemnity Company. All rights reserved. CG D6 04 02 19 52768523 1 19-20 GL/Auto/WC/$10mil Umb I Stephanie Pitzer 112/9/2019 10:15:29 AM (CST) i Page 3 of 13 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modfes insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Who Is An Insured —Unnamed Subsidiaries B. Blanket Additional Insured — Governmental Entities — Permits Or Authorizations Relating To Operations PROVISIONS A. WHO IS AN INSURED - UNNAMED SUBSIDIARIES The following is added to SECTION II - WHO IS AN INSURED: Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that is not shown as a Named Insured in the Declarations is a Named Insured if: a. You are the sole owner of, or maintain an ownership interest of more than 50% in, such subsidiary on the first day of the policy period; and b. Such subsidiary is not an insured under similar other insurance. No such subsidiary is an insured for "bodily injury' or "property damage" that occurred, or "personal and advertising injury" caused by an offense committed: a. Before you maintained an ownership interest of more than 50% in such subsidiary; or b. After the date, if any, during the policy period that you no longer maintain an ownership interest of more than 50% in such subsidiary. For purposes of Paragraph 1. of Section II —Who Is An Insured, each such subsidiary will be deemed to be designated in the Declarations as: C. Incidental Medical Malpractice D. Blanket Waiver Of Subrogation E. Contractual Liability —Railroads F. Damage To Premises Rented To You a. An organization other than a partnership, joint venture or limited liability company; or b. A trust; as indicated in its name or the documents that govern its structure. B. BLANKET ADDITIONAL INSURED - GOVERNMENTAL ENTITIES - PERMITS OR AUTHORIZATIONS RELATING TO OPERATIONS The following is added to SECTION II - WHO IS AN INSURED: Any governmental entity that has issued a permit or authorization with respect to operations performed by you or on your behalf and that you are required by any ordinance, law, building code or written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of such operations. The insurance provided to such governmental entity does not apply to: a. Any "bodily injury', "property damage" or "personal and advertising injury" arising out of operations performed for the governmental entity, or b. Any "bodily injury' or "property damage" included in the "products -completed operations hazard". CG D3 16 0219 © 2017 The Travelers Indemnity Company. Al rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 52768523 1 19-20 GL/Auto/WC/$10mi1 Umb I Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 4 of 13 Page 1 of 3 COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE 1. The following replaces Paragraph b. of the definition of "occurrence" in the DEFINITIONS Section: b. An act or omission committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person, unless you are in the business or occupation of providing professional health care services. 2. The following replaces the last paragraph of Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED: Unless you are in the business or occupation of providing professional health care services, Paragraphs (1)(a), (b), (c) and (d) above do not apply to "bodily injury' arising out of providing or failing to provide: (a) "Incidental medical services" by any of your "employees" who is a nurse, nurse assistant, emergency medical technician or paramedic; or (b) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or volunteer doctor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan services" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your business. 3. The following replaces the last sentence of Paragraph 5. of SECTION III — LIMITS OF INSURANCE: For the purposes of determining the applicable Each Occurrence Limit, all related acts or omissions committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to any one person will be deemed to be one "occurrence". 4. The following exclusion is added to Paragraph 2., Exclusions, of SECTION I — COVERAGES — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury' or "property damage" arising out of the violation of a penal statute or ordinance relating to the sale of pharmaceuticals committed by, or with the knowledge or consent of, the insured. 5. The following is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. 6. The following is added to Paragraph 4.b., Excess Insurance, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" for "bodily injury" that arises out of providing or failing to provide "incidental medical services" to any person to the extent not subject to Paragraph 2.a.(1) of Section II — Who Is An Insured. D. BLANKET WAIVER OF SUBROGATION The following is added to Paragraph 8., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If the insured has agreed in a contract or agreement to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organization, but only for payments we make because of: a. "Bodily injury" or "property damage" that occurs; or b. "Personal and advertising injury" caused by an offense that is committed; subsequent to the execution of the contract or agreement. E. CONTRACTUAL LIABILITY —RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in the DEFINITIONS Section: c. Any easement or license agreement; Page 2 of 3 © 2017 The Travelers Indemnity Company. All rights reserved. CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 52768523 1 19-20 GL/Auto/WC/$10mil Umb i Stephanie Pitzer 1 12/9/2019 10;15:29 AM (CST) I Page 5 of 13 COMMERCIAL GENERAL LIABILITY 2. Paragraph C(1) of the definition of "insured contract" in the DEFINITIONS Section is deleted. F. DAMAGE TO PREMISES RENTED TO YOU The following replaces the definition of "premises damage' in the DEFINITIONS Section: "Premises damage" means "property damage" to: a. Any premises while rented to you or temporarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. CG D316 0219 © 2017 The Travelers Indemnity Company. All rights reserved. Page 3 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 52768523 1 19-20 GL/Auto/WC/$Iomil Umb I Stephanie Pitzer � 12/9/2019 10:15:29 AM (CST) i Page 6 of 13 Texasmutuai 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 10/1/19 at 12:01 a.m. standard time, forms a part of: Policy no. 0001161633 of Texas Mutual Insurance Company effective on 10/1/19 Issued to: JACKSON CONSTRUCTION LTD This is not a bill Authorized representative NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 52768523 1 19-20 GL/Auto/WC/$10mi1 Umb I Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 7 of 13 9/30/19 WC420304B COMMERCIAL AUTO POLICY NUMBER: 810-8N321824-19-26-G ISSUE DATE: 10-08-19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER NOTICE OF CANCELLATIONINONRENEWAL PROVIDED BY US - TEXAS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SCHEDULE CANCELLATION: WHEN WE DO NOT RENEW (Nonrenewal): PROVISIONS: A. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in the CONDITIONS Section of this insurance, or as amended by any applicable state cancellation endorsement applicable to this insurance, is in- creased to the number of days shown in the SCHEDULE above. Number of Days Notice: 60 Number of Days Notice: 60 B. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of When We Do Not Renew (Nonrenewal), as provided in the CONDITIONS Section of this insurance, or as amended by any applicable state When We Do Not Renew (Non - renewal) endorsement applicable to this insur- ance, is increased to the number of days shown in the SCHEDULE above. CA FO 85 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. 52768523 1 19-20 GL/Auto/WC/$10mil Umb i Stephanie Pitzer 1 12/9/2019 10;15:29 AM (CST) I Page 8 of 13 Page 1 of 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.S., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 52768523 1 19-20 GL/Auto/WC/$10mi1 Umb i Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 9 of 13 COMMERCIAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION 11 — COVERED AUTOS LIABIL- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7., Policy Period, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDI- TIONS: (5) Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Cov- ered Autos Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. (a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (11) Neither you nor any other involved "insured" will make any settlement without our consent. (111) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. (v) We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the applicable limit of insurance in payments for damages, settlements or defense expenses. (b) This insurance is excess over any valid and collectible other insurance available to the "insured" whether primary, excess, contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. Page 2 of 4 © 2015 The Travelers Indemnity Company. All rights reserved. CA T3 S3 02 1 S Includes copyrighted material of Insurance Services Office, Inc. with its permission. 52768523 1 19-20 GL/Auto/WC/$10.il Umb I Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 10 of 13 COMMERCIAL AUTO You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph A.4.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident'. I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY The following is added to Paragraph A.4., Cover- age Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1) Owned by an "insured"; and (2) In or on your covered "auto". This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident' or "loss" ap- plies only when the "accident' or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident' or "loss". M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS : S. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident' or 'loss", provided that the "accident" or "loss" arises out of operations contemplated by CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 52768523 1 19-20 GL/Auto/WC/$10mil Umb i Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 11 of 13 COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col - The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non -renewal. SECTION IV — BUSINESS AUTO CONDITIONS: Page 4 of 4 © 2015 The Travelers Indemnity Compa ny. All rights reserved . CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 52768523 1 19-20 GL/Auto/WC/$10mil Umb I Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) i Page 12 of 13 POLICY NUMBER: 810-8N321824-19-26-G ISSUE DATE:10-08-19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS: If we cancel this policy for any statutorily permitted above. We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 © 2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 52768523 1 19-20 GL/Aut0/WC/$10Mi1 Umb i Stephanie Pitzer 1 12/9/2019 10:15:29 AM (CST) I Page 13 of 13 CFA18-0101 13th December 19 13th December 19 CFA18-0101 13th December 19 62 13th December 19 62 CFA18-0101 13th December 19 13th December 19 CFA18-0101 13th December 19 62 13th December 19 62 0062 19 MAINTENANCE BOND Page 1 of 3 Bond #1074789 1 SECTION 00 6219 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Jackson Construction. Ltd. , known as 9 "Principal" herein and The Hanover Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Alta Vista 12 Partners, LTD., authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the sum 14 of One Million One Hundred Eighty Five Thousand Eight Hundred Thirty Five Dollars ($ 1 ,185, 835.00 )� 15 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 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA Number 101679 and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the day of , 20_, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Heather Meadows and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH HEATHER MEADOWS STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project Number 101679 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 00 62 19 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHEF,that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 HEATHER MEADOWS Project Number 101679 00 62 19 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of 3 , 20 4 5 6 7 8 9 10 11 ATTE ST: 12 13 ", 14 (Principal) Secretary 15 16 17 18 19 20 Witrij& as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Surety) ecre 33 34 35 itness as to ty 36 PRINCIPAL: Tackson Construction, Ltd. W:ffl? �=-I/-- Troy Address: 51 12 Sin Va 11 ey Dri ve Fort Worth, TX 76119 SURETY: The Hanover InsuranciCompany r BY: n ature Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard, #4300 Dallas, TX 75201 Telephone Number: 979-399-9 R ()o 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH HEATHER MEADOWS STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 31, 2012 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANYOF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley, Laurie Pflug, and Teuta Luri Of Willis of Texas, Inc. of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed bythe president and attested bythe secretaryof the Company, in theirown proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 26th day of November, 2019. The Fie hover Insurance Company Massachusetts Bay Ins4a ace Company CFi Pns Insurance Company of America John C. Roche, E1,T and President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. The Kaavower I—ramce Company Massachusetts Bay I—rance company C&im— Insurance Company of America James H- Rawiecla Nice President On this 26rh day of November, 2019 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens Insurance Companyof America, respectively, and thatthe said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. OIAAE J. M�AINO fV0lify PopK ��](,f3 �]�iA %UL.L/W�� IH pf �1 Ml' �5prw Dime J.. ,u, Iaouuy P.Mic a My C—mession Expim %1.-h 4. Z022 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of CERTIFIED COPY Theodore G. Martinez, Vine Presider The Hanover The Hanover Insurance Company 1 440 Lincoln Street, Worcester, MA 01653 Insurarice Group" Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 IMPORTANT NOTICE To obtain information or make a complaint You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write to The Hanover Insurance Company/Citizens Insurance Company of America at: 440 Lincoln Street Worcester, MA 01615 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://Www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 Listed tambien puede escribir a The Hanover Insurance Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium or Si tiene una disputa concerniente a su prima o a Lin about a claim you should contact the agent or the company reclamo, debe comunicarse con el agente o la compania first. If the dispute is not resolved, you may contact the primero. Si no se resuelve la disputa, puede entonces Texas Department of Insurance. comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice is for UNA ESTE AVISO A SU POLIZA: Este aviso es solo para information only and does not become a part or condition proposito de informacion y no se convierte en parte o of the attached document. condicion del documento adjunto. CFA18-0101 13th December 19 006219-2 MAINTENANCE BOND Page 2 of 3 Bond No. 049448K 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 Heather Meadows STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101679 Revised January 31, 2012 13th December 19 IMPORTANT NOTICE To obtain information or make a complaint You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www._tdi.state.tx.us E-mail: ConsumerProtection(�btdi.state. tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers Insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para information o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARINU I tils SAMt POWER # AND ISSUED PRIOR TO 04120111, FOR ANY PERSON OR PERSONS NAMED BELOW_ POWER NO. 4220052 06 General Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. Ohio Farmers Insurance Co. CERTIFIED COPY Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a -Company- and collectively as -Companies," duly organized and existing under the laws of the State of Ohio, and having its prfhcipal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)An-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE QGUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent.as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-i n -Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed` -by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRIL A.D., 2011 . �,Wa,.aW1M,.• Corporate •���� frC '�, , ,a .............. :` e�NONAt ,ti•., SG-; �� "�liSU 4, WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY �p r.• . �w i Affixed ..: .a+� �.- : o: •-.p=; ••••yam-� • c. ; .�•' e^ OHIO FARMERS INSURANCE COMPANY 1848 ,� k •....••• - By. State of Ohio """ Richard L. Kinnaird, Jr., National Surety Leader and County of Medina ss.: Senior Executive On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides"in_ Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies-, that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial '� awn.w,,•M Seal ,••`' RL A L Affixed �� • ~ ~ William J. Kahelin, A(k rney at Law, Notary Public State of Ohio My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) County of Medina ss.: :; q ,ter I, Frank. A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby. certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Compani;,s at Westfield Center, Ohio, this day of u RA C,4 tr� .cs. 'tiR C. SEAL l oA�%ONAL.ZV i N SEAL, . m k a � .�•'CH1tRTERE'p ;� � 1848 Secretary Frank A. Carrino, Secretary BPOAC2 (combined) (06-02) CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology 1 1.1 Defined Terms ............................................................................................................................... 1 1.2 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters 6 2.1 Before Starting Construction ........................................................................................................ 6 2.2 Preconstruction Conference .......................................................................................................... 6 2.3 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending 6 3.1 Reference Standards ...................................................................................................................... 6 3.2 Amending and Supplementing Contract Documents ................................................................... 6 Article 4 – Bonds and Insurance 7 4.1 Licensed Sureties and Insurers ...................................................................................................... 7 4.2 Performance, Payment, and Maintenance Bonds ......................................................................... 7 4.3 Certificates of Insurance ............................................................................................................... 7 4.4 Contractor’s Insurance .................................................................................................................. 9 4.5 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities 12 5.1 Supervision and Superintendent ................................................................................................. 12 5.2 Labor; Working Hours ................................................................................................................ 13 5.3 Services, Materials, and Equipment ........................................................................................... 13 5.4 Project Schedule .......................................................................................................................... 14 5.5 Substitutes and “Or-Equals” ....................................................................................................... 14 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ...................................... 16 5.7 Concerning Subcontractors, Suppliers, and Others .................................................................... 16 5.8 Wage Rates .................................................................................................................................. 18 5.9 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services ............................................................................... 24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination. ...................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities. .................................................................................................................. 26 7.1 Inspections, Tests, and Approvals ............................................................................................... 26 7.2 Limitations on City’s Responsibilities ........................................................................................ 26 7.3 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ............................................................................ 27 8.1 City’s Project Representative ...................................................................................................... 27 8.2 Authorized Variations in Work ................................................................................................... 27 8.3 Rejecting Defective Work ........................................................................................................... 27 8.4 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.1 Authorized Changes in the Work ................................................................................................ 28 9.2 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................. 28 10.1 Change of Contract Price ............................................................................................................ 28 10.2 Change of Contract Time ............................................................................................................ 28 10.3 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 29 11.1 Notice of Defects ......................................................................................................................... 29 11.2 Access to Work ........................................................................................................................... 29 11.3 Tests and Inspections .................................................................................................................. 29 11.4 Uncovering Work ........................................................................................................................ 30 11.5 City May Stop the Work ............................................................................................................. 30 11.6 Correction or Removal of Defective Work ................................................................................ 30 11.7 Correction Period ........................................................................................................................ 30 11.8 City May Correct Defective Work .............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.1 Contractor’s Warranty of Title .................................................................................................... 32 12.2 Partial Utilization ........................................................................................................................ 32 12.3 Final Inspection ........................................................................................................................... 32 12.4 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work ..................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................. 33 CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 Article 14 – Miscellaneous .............................................................................................................................. 34 14.1 Giving Notice .............................................................................................................................. 34 14.2 Computation of Times ................................................................................................................ 34 14.3 Cumulative Remedies ................................................................................................................. 34 14.4 Survival of Obligations ............................................................................................................... 35 14.5 Headings ...................................................................................................................................... 35 CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.1 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—Theentire 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 l. Supplementary Conditions m. 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 a part 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.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.B 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 – PRELIMINARY MATTERS 2.1 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. 2.2 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.3 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 3.1 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. 3.2 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 4.1 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. 4.2 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. 4.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 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 party 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. 4.4 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 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 b. Each Occurrence: : 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 4.5 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 5.1 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 5.2 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. 5.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 5.4 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. 5.5 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 01 25 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 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. 5.6 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 5.7 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. X 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 5.8 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 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 5.9 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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.B. 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 7.1 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.2 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.3 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 8.1 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. 8.2 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. 8.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.4 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 9.1 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. 9.2 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 10.1 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.2 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 11.1 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. 11.2 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. 11.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. City will forward all invoices for retests to Developer/Contractor. 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. 11.4 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. 11.5 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. 11.6 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. 11.7 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 11.8 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 12.1 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. 12.2 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. 12.3 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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. 12.4 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 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 14.1 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.2 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. 14.3 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 Heather Meadows STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.4 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. 14.5 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00 - 1 SUMMARY OF WORKPRODUCT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project Number 101679 Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 GENERAL 3 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 SUMMARY OF WORK 01 11 00 - 2 SUMMARY OF WORKPRODUCT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project Number 101679 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 All Work shall be in accordance with railroad requirements set forth in Division 6 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17 plants, lawns, fences, culverts, curbing, and all other types of structures or 18 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19 lines, or appurtenances thereof, including the construction of temporary fences 20 and to all other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or 22 private lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of 24 the Work. 25 b. Notices shall be applicable to both public and private utility companies and 26 any corporation, company, individual, or other, either as owners or 27 occupants, whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character 29 resulting from any act, omission, neglect, or misconduct in the manner or 30 method or execution of the Work, or at any time due to defective work, 31 material, or equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the 34 Project to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the 36 Work is not in progress and when the site is vacated overnight, and/or at all 37 times to provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 SUMMARY OF WORK 01 11 00 - 3 SUMMARY OF WORKPRODUCT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project Number 101679 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 SUMMARY OF WORK 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised August 30, 2013 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may 37 desire to invite or the City may request 38 39 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised August 30, 2013 e. Other City representatives 1 f. Others as appropriate 2 4. Preliminary Agenda may include: 3 a. Introduction of Project Personnel 4 b. General Description of Project 5 c. Status of right-of-way, utility clearances, easements or other pertinent permits 6 d. Contractor’s work plan and schedule 7 e. Contract Time 8 f. Notice to Proceed 9 g. Construction Staking 10 h. Progress Payments 11 i. Extra Work and Change Order Procedures 12 j. Field Orders 13 k. Disposal Site Letter for Waste Material 14 l. Insurance Renewals 15 m. Payroll Certification 16 n. Material Certifications and Quality Control Testing 17 o. Public Safety and Convenience 18 p. Documentation of Pre-Construction Conditions 19 q. Weekend Work Notification 20 r. Legal Holidays 21 s. Trench Safety Plans 22 t. Confined Space Entry Standards 23 u. Coordination with the City’s representative for operations of existing water 24 systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 33 0000 61 25 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following Work-6 related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. No 19 separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24 from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27 the related Work or other applicable activities, or within the time specified in the 28 individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by processing 30 times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 01 33 00 01 33 0000 61 25 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such 1 sequence as to cause no delay in the Work or in the work of any other contractor. 2 B. Submittal Numbering 3 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4 reference identification numbering system in the following manner: 5 a. Use the first 6 digits of the applicable Specification Section Number. 6 b. For the next 2 digits number use numbers 01-99 to sequentially number each 7 initial separate item or drawing submitted under each specific Section number. 8 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10 submittal number would be as follows: 11 12 03 30 00-08-B 13 14 1) 03 30 00 is the Specification Section for Concrete 15 2) 08 is the eighth initial submittal under this Specification Section 16 3) B is the third submission (second resubmission) of that particular shop 17 drawing 18 C. Contractor Certification 19 1. Review shop drawings, product data and samples, including those by 20 subcontractors, prior to submission to determine and verify the following: 21 a. Field measurements 22 b. Field construction criteria 23 c. Catalog numbers and similar data 24 d. Conformance with the Contract Documents 25 2. Provide each shop drawing, sample and product data submitted by the Contractor 26 with a Certification Statement affixed including: 27 a. The Contractor's Company name 28 b. Signature of submittal reviewer 29 c. Certification Statement 30 1) “By this submittal, I hereby represent that I have determined and verified 31 field measurements, field construction criteria, materials, dimensions, 32 catalog numbers and similar data and I have checked and coordinated each 33 item with other applicable approved shop drawings." 34 D. Submittal Format 35 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36 2. Bind shop drawings and product data sheets together. 37 3. Order 38 a. Cover Sheet 39 1) Description of Packet 40 2) Contractor Certification 41 b. List of items / Table of Contents 42 c. Product Data /Shop Drawings/Samples /Calculations 43 E. Submittal Content 44 1. The date of submission and the dates of any previous submissions 45 01 33 00 01 33 0000 61 25 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 2. The Project title and number 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 Provide such measurements and note on the drawings prior to submitting for 31 approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City’s Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City’s Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation instructions 40 2) Availability of colors and patterns 41 3) Manufacturer's printed statements of compliances and applicability 42 4) Roughing-in diagrams and templates 43 5) Catalog cuts 44 01 33 00 01 33 0000 61 25 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 6) Product photographs 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended spare-parts 6 listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches and 14 range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19 fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished which 21 does not conform to approved shop drawings and data is at the Contractor's risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work, materials, fabrication, and installations in conformance with 25 approved shop drawings, applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be uploaded 29 to City’s Buzzsaw site, or another external FTP site approved by the City. 30 b. Shop Drawings 31 1) Upload submittal to designated project directory and notify appropriate City 32 representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36 Contractor shall submit more than the number of copies listed above. 37 c. Product Data 38 1) Upload submittal to designated project directory and notify appropriate City 39 representatives via email of submittal posting. 40 2) Hard Copies 41 a) 3 copies for all submittals 42 d. Samples 43 1) Distributed to the Project Representative 44 2. Hard Copy Distribution (if required in lieu of electronic distribution) 45 46 47 01 33 00 01 33 0000 61 25 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 a. Shop Drawings 1 1) Distributed to the City 2 2) Copies 3 a. 8 copies for mechanical submittals 4 b. 7 copies for all other submittals 5 c. If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved product 16 data and samples, where required, to the job site file and elsewhere as directed by 17 the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance with 22 the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City does 29 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30 the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34 with all other associated work and trades, for selecting fabrication processes, for 35 techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of the 38 City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an exception. 40 5. Submittals will be returned to the Contractor under 1 of the following codes: 41 a. Code 1 42 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43 comments on the submittal. 44 a. When returned under this code the Contractor may release the equipment 45 and/or material for manufacture. 46 b. Code 2 47 01 33 00 01 33 0000 61 25 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1 notations and comments IS NOT required by the Contractor. 2 a. The Contractor may release the equipment or material for manufacture; 3 however, all notations and comments must be incorporated into the final 4 product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7 when notations and comments are extensive enough to require a resubmittal of 8 the package. 9 a) The Contractor may release the equipment or material for manufacture; 10 however, all notations and comments must be incorporated into the final 11 product. 12 b) This resubmittal is to address all comments, omissions and non-conforming 13 items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of the 15 date of the City's transmittal requiring the resubmittal. 16 d. Code 4 17 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18 the Contract Documents. 19 a) The Contractor must resubmit the entire package revised to bring the 20 submittal into conformance. 21 b) It may be necessary to resubmit using a different manufacturer/vendor to 22 meet the Contract Documents. 23 6. Resubmittals 24 a. Handled in the same manner as first submittals 25 1) Corrections other than requested by the City 26 2) Marked with revision triangle or other similar method 27 a) At Contractor’s risk if not marked 28 b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29 1) All subsequent reviews will be performed at times convenient to the City and at 30 the Contractor's expense, based on the City's or City Representative’s then 31 prevailing rates. 32 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33 such fees invoiced by the City. 34 c. The need for more than 1 resubmission or any other delay in obtaining City's 35 review of submittals, will not entitle the Contractor to an extension of Contract 36 Time. 37 7. Partial Submittals 38 a. City reserves the right to not review submittals deemed partial, at the City’s 39 discretion. 40 b. Submittals deemed by the City to be not complete will be returned to the 41 Contractor, and will be considered "Not Approved" until resubmitted. 42 c. The City may at its option provide a list or mark the submittal directing the 43 Contractor to the areas that are incomplete. 44 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45 change to the Contract Documents, then written notice must be provided thereof to the 46 Developer at least 7 Calendar Days prior to release for manufacture. 47 01 33 00 01 33 0000 61 25 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the 1 Contractor may carry out the construction in accordance therewith and no further 2 changes therein except upon written instructions from the City. 3 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4 following receipt of submittal by the City. 5 L. Mock ups 6 1. Mock Up units as specified in individual Sections, include, but are not necessarily 7 limited to, complete units of the standard of acceptance for that type of Work to be used 8 on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 If specifically required in other Sections of these Specifications, submit a P.E. Certification 11 for each item required. 12 N. Request for Information (RFI) 13 1. Contractor Request for additional information 14 a. Clarification or interpretation of the contract documents 15 b. When the Contractor believes there is a conflict between Contract Documents 16 c. When the Contractor believes there is a conflict between the Drawings and 17 Specifications 18 1) Identify the conflict and request clarification 19 2. Sufficient information shall be attached to permit a written response without further 20 information. 21 22 23 24 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 01 33 00 01 33 0000 61 25 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August 30, 2013 1 2 3 4 PART 2 – PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 9 01 33 00 01 35 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 – General Requirements 23 3. Section 33 12 25 – Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference standard 28 published at the time of the latest revision date logged at the end of this Specification, 29 unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 31 Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas Department 37 of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 01 35 13- 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in compliance 1 with and subject to approval from the Texas Department of Transportation 2 B. Work near High Voltage Lines 3 1. Regulatory Requirements 4 a. All Work near High Voltage Lines (more than 600 volts measured between 5 conductors or between a conductor and the ground) shall be in accordance with 6 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 7 2. Warning sign 8 a. Provide sign of sufficient size meeting all OSHA requirements. 9 3. Equipment operating within 10 feet of high voltage lines will require the following 10 safety features 11 a. Insulating cage-type of guard about the boom or arm 12 b. Insulator links on the lift hook connections for back hoes or dippers 13 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 14 requirements of the owner of the high voltage lines 15 4. Work within 6 feet of high voltage electric lines 16 a. Notification shall be given to: 17 1) The power company (example: ONCOR) 18 a) Maintain an accurate log of all such calls to power company and record 19 action taken in each case. 20 b. Coordination with power company 21 1) After notification coordinate with the power company to: 22 a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 23 the lines 24 c. No personnel may work within 6 feet of a high voltage line before the above 25 requirements have been met. 26 C. Confined Space Entry Program 27 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 28 requirements. 29 2. Confined Spaces include: 30 a. Manholes 31 b. All other confined spaces in accordance with OSHA’s Permit Required for 32 Confined Spaces 33 D. Use of Explosives, Drop Weight, Etc. 34 1. When Contract Documents permit on the project the following will apply: 35 a. Public Notification 36 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 37 to commencing. 38 2) Minimum 24 hour public notification in accordance with Section 01 31 13 39 E. Water Department Coordination 40 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13- 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and 6 on to accommodate the construction of the project is required, coordinate 7 this activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas 10 Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 11 Contractor will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of construction activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after-hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 31 3) Submit schedule showing the construction start and finish time for each block 32 of the project to the inspector. 33 4) Deliver flyer to the City Inspector for review prior to distribution. 34 b. No construction will be allowed to begin on any block until the flyer is delivered to 35 all residents of the block. 36 G. Public Notification of Temporary Water Service Interruption during Construction 37 1. In the event it becomes necessary to temporarily shut down water service to 38 residents or businesses during construction, prepare and deliver a notice or flyer of 39 the pending interruption to the front door of each affected resident. 40 2. Prepared notice as follows: 41 a. The notification or flyer shall be posted 24 hours prior to the temporary 42 interruption. 43 b. Prepare flyer on the contractor’s letterhead and include the following information: 44 1) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 01 35 13- 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 5) Name of the contractor’s foreman and phone number 1 6) Name of the City’s inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector for 5 review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to all 7 affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. 10 H. Coordination with United States Army Corps of Engineers (USACE) 11 1. At locations in the Project where construction activities occur in areas where USACE 12 permits are required, meet all requirements set forth in each designated permit. 13 I. Coordination within Railroad Permit Areas 14 1. At locations in the project where construction activities occur in areas where railroad 15 permits are required, meet all requirements set forth in each designated railroad permit. 16 This includes, but is not limited to, provisions for: 17 a. Flagmen 18 b. Inspectors 19 c. Safety training 20 d. Additional insurance 21 e. Insurance certificates 22 f. Other employees required to protect the right-of-way and property of the Railroad 23 Company from damage arising out of and/or from the construction of the project. 24 Proper utility clearance procedures shall be used in accordance with the permit 25 guidelines. 26 2. Obtain any supplemental information needed to comply with the railroad’s 27 requirements. 28 J. Dust Control 29 1. Use acceptable measures to control dust at the Site. 30 a. If water is used to control dust, capture and properly dispose of waste water. 31 b. If wet saw cutting is performed, capture and properly dispose of slurry. 32 K. Employee Parking 33 1. Provide parking for employees at locations approved by the City. 34 01 35 13- 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 13- 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 21 THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13- 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH Heather Meadows] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project Number 101679 Revised August, 30, 2013 EXHIBIT B 1 2 3 4 01 34 23- 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised August 30, 2013 SECTION 01 45 23 1 TESTING AND INSPECTION SERVICES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing and inspection services procedures and coordination 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 a. Contractor is responsible for performing, coordinating, and payment of all 16 Quality Control testing. 17 b. City is responsible for performing and payment for first set of Quality 18 Assurance testing. 19 1) If the first Quality Assurance test performed by the City fails, the 20 Contractor is responsible for payment of subsequent Quality Assurance 21 testing until a passing test occurs. 22 a) Final acceptance will not be issued by City until all required payments 23 for testing by Contractor have been paid in full. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Testing 27 1. Complete testing in accordance with the Contract Documents. 28 2. Coordination 29 a. When testing is required to be performed by the City, notify City, sufficiently 30 in advance, when testing is needed. 31 b. When testing is required to be completed by the Contractor, notify City, 32 sufficiently in advance, that testing will be performed. 33 3. Distribution of Testing Reports 34 a. Electronic Distribution 35 1) Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another form of distribution approved 37 by the City. 38 39 40 01 45 23 01 34 23- 2 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised August 30, 2013 2) Upload test reports to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 3) Hard Copies 3 a) 1 copy for all submittals submitted to the Project Representative 4 b. Hard Copy Distribution (if required in lieu of electronic distribution) 5 1) Tests performed by City 6 a) Distribute 1 hard copy to the Contractor 7 2) Tests performed by the Contractor 8 a) Distribute 3 hard copies to City’s Project Representative 9 4. Provide City’s Project Representative with trip tickets for each delivered 10 load of Concrete or Lime material including the following information: 11 a. Name of pit 12 b. Date of delivery 13 c. Material delivered 14 B. Inspection 15 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16 perform work in accordance with the Contract Documents. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 45 23 01 50 00- 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised JULY 1, 2011 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 41 01 50 00- 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 01 50 00- 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 32 33 34 01 50 00- 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project # 101679 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, 1 to a condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 00 61 2501 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 39 40 01 55 26 00 61 2501 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION 37 38 01 55 26 00 61 2501 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 1 01 55 26 01 57 1300 61 25 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 SECTION 01 57 13 1 STORM WATER POLLUTION PREVENTION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Procedures for Storm Water Pollution Prevention Plans 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10 Contract 11 2. Division 1 – General Requirements 12 3. Section 31 25 00 – Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 A. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 Measurement and Payment shall be in accordance with Section 31 25 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent: NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change: NOC 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Integrated Storm Management (iSWM) Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 38 01 57 13 STORM WATER POLLUTION PREVENTION 01 57 1300 61 25 - 2 DAP PRODUCT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 B. Construction Activities resulting in: 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works, Environmental Division, (817) 392-13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 31 25 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) `TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817) 392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works, Environmental Division for review 47 48 01 57 13 STORM WATER POLLUTION PREVENTION 01 57 1300 61 25 - 3 DAP PRODUCT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised July 1, 2011 B. Modified SWPPP 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - -PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 57 13 STORM WATER POLLUTION PREVENTION 00 61 25 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 60 00 1 PRODUCT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. References for Product Requirements and City Standard Products List 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS 14 A. A list of City approved products for use is located on Buzzsaw as follows: 15 1. Resources\02 - Construction Documents\Standard Products List 16 B. Only products specifically included on City’s Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City’s Standard Product List. 22 The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City’s Standard Product List. 24 D. Although a specific product is included on City’s Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer’s standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 35 36 01 60 00 00 61 25 - 2 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 60 00 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 34 35 36 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1 containers designed and constructed to protect the contents from physical or 2 environmental damage. 3 5. Clearly and fully mark and identify as to manufacturer, item and installation 4 location. 5 6. Provide manufacturer's instructions for storage and handling. 6 B. Handling Requirements 7 1. Handle products or equipment in accordance with these Contract Documents and 8 manufacturer’s recommendations and instructions. 9 C. Storage Requirements 10 1. Store materials in accordance with manufacturer’s recommendations and 11 requirements of these Specifications. 12 2. Make necessary provisions for safe storage of materials and equipment. 13 a. Place loose soil materials and materials to be incorporated into Work to prevent 14 damage to any part of Work or existing facilities and to maintain free access at 15 all times to all parts of Work and to utility service company installations in 16 vicinity of Work. 17 3. Keep materials and equipment neatly and compactly stored in locations that will 18 cause minimum inconvenience to other contractors, public travel, adjoining owners, 19 tenants and occupants. 20 a. Arrange storage to provide easy access for inspection. 21 4. Restrict storage to areas available on construction site for storage of material and 22 equipment as shown on Drawings, or approved by City’s Project Representative. 23 5. Provide off-site storage and protection when on-site storage is not adequate. 24 a. Provide addresses of and access to off-site storage locations for inspection by 25 City’s Project Representative. 26 6. Do not use lawns, grass plots or other private property for storage purposes without 27 written permission of owner or other person in possession or control of premises. 28 7. Store in manufacturers’ unopened containers. 29 8. Neatly, safely and compactly stack materials delivered and stored along line of 30 Work to avoid inconvenience and damage to property owners and general public 31 and maintain at least 3 feet from fire hydrant. 32 9. Keep public and private driveways and street crossings open. 33 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34 satisfaction of City’s Project Representative. 35 a. Total length which materials may be distributed along route of construction at 36 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37 Project Representative. 38 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 31 32 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various Items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 33 34 35 36 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 1. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PAT 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. After final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 40 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 38 39 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 d. Drawings 1 1) Provide reinforced punched binder tab, bind in with text 2 2) Reduce larger drawings and fold to size of text pages. 3 e. Provide fly-leaf for each separate product, or each piece of operating 4 equipment. 5 1) Provide typed description of product, and major component parts of 6 equipment. 7 2) Provide indexed tabs. 8 f. Cover 9 1) Identify each volume with typed or printed title "OPERATING AND 10 MAINTENANCE INSTRUCTIONS". 11 2) List: 12 a) Title of Project 13 b) Identity of separate structure as applicable 14 c) Identity of general subject matter covered in the manual 15 3. Binders 16 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17 b. When multiple binders are used, correlate the data into related consistent 18 groupings. 19 4. If available, provide an electronic form of the O&M Manual. 20 B. Manual Content 21 1. Neatly typewritten table of contents for each volume, arranged in systematic order 22 a. Contractor, name of responsible principal, address and telephone number 23 b. A list of each product required to be included, indexed to content of the volume 24 c. List, with each product: 25 1) The name, address and telephone number of the subcontractor or installer 26 2) A list of each product required to be included, indexed to content of the 27 volume 28 3) Identify area of responsibility of each 29 4) Local source of supply for parts and replacement 30 d. Identify each product by product name and other identifying symbols as set 31 forth in Contract Documents. 32 2. Product Data 33 a. Include only those sheets which are pertinent to the specific product. 34 b. Annotate each sheet to: 35 1) Clearly identify specific product or part installed 36 2) Clearly identify data applicable to installation 37 3) Delete references to inapplicable information 38 3. Drawings 39 a. Supplement product data with drawings as necessary to clearly illustrate: 40 1) Relations of component parts of equipment and systems 41 2) Control and flow diagrams 42 b. Coordinate drawings with information in Project Record Documents to assure 43 correct illustration of completed installation. 44 c. Do not use Project Record Drawings as maintenance drawings. 45 4. Written text, as required to supplement product data for the particular installation: 46 a. Organize in consistent format under separate headings for different procedures. 47 b. Provide logical sequence of instructions of each procedure. 48 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued 1 a. Provide information sheet for City personnel giving: 2 1) Proper procedures in event of failure 3 2) Instances which might affect validity of warranties or bonds 4 C. Manual for Materials and Finishes 5 1. Submit 5 copies of complete manual in final form. 6 2. Content, for architectural products, applied materials and finishes: 7 a. Manufacturer's data, giving full information on products 8 1) Catalog number, size, composition 9 2) Color and texture designations 10 3) Information required for reordering special manufactured products 11 b. Instructions for care and maintenance 12 1) Manufacturer's recommendation for types of cleaning agents and methods 13 2) Cautions against cleaning agents and methods which are detrimental to 14 product 15 3) Recommended schedule for cleaning and maintenance 16 3. Content, for moisture protection and weather exposure products: 17 a. Manufacturer's data, giving full information on products 18 1) Applicable standards 19 2) Chemical composition 20 3) Details of installation 21 b. Instructions for inspection, maintenance and repair 22 D. Manual for Equipment and Systems 23 1. Submit 5 copies of complete manual in final form. 24 2. Content, for each unit of equipment and system, as appropriate: 25 a. Description of unit and component parts 26 1) Function, normal operating characteristics and limiting conditions 27 2) Performance curves, engineering data and tests 28 3) Complete nomenclature and commercial number of replaceable parts 29 b. Operating procedures 30 1) Start-up, break-in, routine and normal operating instructions 31 2) Regulation, control, stopping, shut-down and emergency instructions 32 3) Summer and winter operating instructions 33 4) Special operating instructions 34 c. Maintenance procedures 35 1) Routine operations 36 2) Guide to "trouble shooting" 37 3) Disassembly, repair and reassembly 38 4) Alignment, adjusting and checking 39 d. Servicing and lubrication schedule 40 1) List of lubricants required 41 e. Manufacturer's printed operating and maintenance instructions 42 f. Description of sequence of operation by control manufacturer 43 1) Predicted life of parts subject to wear 44 2) Items recommended to be stocked as spare parts 45 g. As installed control diagrams by controls manufacturer 46 h. Each contractor's coordination drawings 47 1) As installed color coded piping diagrams 48 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve 1 j. List of original manufacturer's spare parts, manufacturer's current prices, and 2 recommended quantities to be maintained in storage 3 k. Other data as required under pertinent Sections of Specifications 4 3. Content, for each electric and electronic system, as appropriate: 5 a. Description of system and component parts 6 1) Function, normal operating characteristics, and limiting conditions 7 2) Performance curves, engineering data and tests 8 3) Complete nomenclature and commercial number of replaceable parts 9 b. Circuit directories of panelboards 10 1) Electrical service 11 2) Controls 12 3) Communications 13 c. As installed color coded wiring diagrams 14 d. Operating procedures 15 1) Routine and normal operating instructions 16 2) Sequences required 17 3) Special operating instructions 18 e. Maintenance procedures 19 1) Routine operations 20 2) Guide to "trouble shooting" 21 3) Disassembly, repair and reassembly 22 4) Adjustment and checking 23 f. Manufacturer's printed operating and maintenance instructions 24 g. List of original manufacturer's spare parts, manufacturer's current prices, and 25 recommended quantities to be maintained in storage 26 h. Other data as required under pertinent Sections of Specifications 27 4. Prepare and include additional data when the need for such data becomes apparent 28 during instruction of City's personnel. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Provide operation and maintenance data by personnel with the following criteria: 33 1. Trained and experienced in maintenance and operation of described products 34 2. Skilled as technical writer to the extent required to communicate essential data 35 3. Skilled as draftsman competent to prepare required drawings 36 37 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 SECTION 01 78 39 1 PROJECT RECORD DOCUMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Work associated with the documenting the project and recording changes to project 6 documents, including: 7 a. Record Drawings 8 b. Water Meter Service Reports 9 c. Sanitary Sewer Service Reports 10 d. Large Water Meter Reports 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.3 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24 City’s Project Representative. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Accuracy of Records 30 1. Thoroughly coordinate changes within the Record Documents, making adequate 31 and proper entries on each page of Specifications and each sheet of Drawings and 32 other Documents where such entry is required to show the change properly. 33 2. Accuracy of records shall be such that future search for items shown in the Contract 34 Documents may rely reasonably on information obtained from the approved Project 35 Record Documents. 36 37 01 78 39 DAP PROJECT RECORD DOCUMENTS PAGE 1 OF 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1 information that the change has occurred. 2 4. Provide factual information regarding all aspects of the Work, both concealed and 3 visible, to enable future modification of the Work to proceed without lengthy and 4 expensive site measurement, investigation and examination. 5 1.10 STORAGE AND HANDLING 6 A. Storage and Handling Requirements 7 1. Maintain the job set of Record Documents completely protected from deterioration 8 and from loss and damage until completion of the Work and transfer of all recorded 9 data to the final Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUMENTS - JOB SET". 35 36 37 38 01 78 39 DAP PROJECT RECORD DOCUMENTS PAGE 2 OF 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 2. Preservation 1 a. Considering the Contract completion time, the probable number of occasions 2 upon which the job set must be taken out for new entries and for examination, 3 and the conditions under which these activities will be performed, devise a 4 suitable method for protecting the job set. 5 b. Do not use the job set for any purpose except entry of new data and for review 6 by the City, until start of transfer of data to final Project Record Documents. 7 c. Maintain the job set at the site of work. 8 3. Coordination with Construction Survey 9 a. At a minimum clearly mark any deviations from Contract Documents 10 associated with installation of the infrastructure. 11 4. Making entries on Drawings 12 a. Record any deviations from Contract Documents. 13 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14 change by graphic line and note as required. 15 c. Date all entries. 16 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17 e. In the event of overlapping changes, use different colors for the overlapping 18 changes. 19 5. Conversion of schematic layouts 20 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21 ducts, and similar items, are shown schematically and are not intended to 22 portray precise physical layout. 23 1) Final physical arrangement is determined by the Contractor, subject to the 24 City's approval. 25 2) However, design of future modifications of the facility may require 26 accurate information as to the final physical layout of items which are 27 shown only schematically on the Drawings. 28 b. Show on the job set of Record Drawings, by dimension accurate to within 1 29 inch, the centerline of each run of items. 30 1) Final physical arrangement is determined by the Contractor, subject to the 31 City's approval. 32 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33 ceiling plenum", "exposed", and the like). 34 3) Make all identification sufficiently descriptive that it may be related 35 reliably to the Specifications. 36 c. The City may waive the requirements for conversion of schematic layouts 37 where, in the City's judgment, conversion serves no useful purpose. However, 38 do not rely upon waivers being issued except as specifically issued in writing 39 by the City. 40 B. Final Project Record Documents 41 1. Transfer of data to Drawings 42 a. Carefully transfer change data shown on the job set of Record Drawings to the 43 corresponding final documents, coordinating the changes as required. 44 b. Clearly indicate at each affected detail and other Drawing a full description of 45 changes made during construction, and the actual location of items. 46 c. Call attention to each entry by drawing a "cloud" around the area or areas 47 affected. 48 01 78 39 DAP PROJECT RECORD DOCUMENTS PAGE 3 OF 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure 1 longevity and clear reproduction. 2 2. Transfer of data to other Documents 3 a. If the Documents, other than Drawings, have been kept clean during progress of 4 the Work, and if entries thereon have been orderly to the approval of the City, 5 the job set of those Documents, other than Drawings, will be accepted as final 6 Record Documents. 7 b. If any such Document is not so approved by the City, secure a new copy of that 8 Document from the City at the City's usual charge for reproduction and 9 handling, and carefully transfer the change data to the new copy to the approval 10 of the City. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 01 78 39 DAP PROJECT RECORD DOCUMENTS PAGE 4 OF 4 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 APPENDIX 1 2 GC-4.02 Subsurface and Physical Conditions 3 GR-01 60 00 Product Requirements 4 5 CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 GC-4.02 Subsurface and Physical Conditions 1 2 THIS PAGE LEFT INTENTIONALLY BLANK 3 4 GEOTECHNICAL ENGINEERING STUDY 12 ACRE SUBDIVISION ALTA VISTA ROAD FORT WORTH, TEXAS Presented To: DW Commercial, LLC September 2016 PROJECT NO. 1493-16-04 -:0CM ENGINEERING, INC. September 13, 2016 Report No. 1493-1 &04 DW Commercial, LLC P.O. Box 466 Keller, Texas 76244 Attn: Mr. David Washington, Jr. GEOTECHNICAL ENGINEERING STUDY 12 ACRE SUBDIVISION ALTA VISTA ROAD FORT WORTH, TEXAS Dear Mr. Washington: 7636 Pebble Drive Fort Worth, Texas 76118 wwcmj wengr.com Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 16-6163 dated August 15, 2016. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the construction consultation services during the construction phase of this project. We appreciate the opportunity to be of service to DW Commercial, LLC. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMjf ENGINEERINGI INC. TEXAS FIRM REGISTRATION NO. F-9177 =*• •a .................................... 111"IT L. VVILLI M Matthew W. Kamffierdiener, E.I.T. /Garrett E. Williams, P.E. "'°°��Jfs �P ,ypwq Staff Engineer President ``"°� �:�`�•�"`` Texas No. ET48854 Texas No. 52525 lei 3 # 1(0 copies submitted: (2) Mr. David Washington, Jr.; DW Commercial, LLC (mail and email) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION--------------------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------2 3.0 SUBSURFACE CON D I TI O N S--------------------------------------------------------------------------------------- 4 4.0 FOUNDATION RECOMMENDATIONS--------------------------------------------------------------------------- 5 5.0 EXPANSIVE SOIL CONS I D E R AT I O N S--------------------------------------------------------------------------- 9 6.0 PAVEMENT DESIGN------------------------------------------------------------------------------------------------11 7.0 EARTHWORK---------------------------------------------------------------------------------------------------------15 8.0 CONSTRUCTION OBSERVATIONS 19 9.0 REPORT CLOSURE------------------------------------------------------------------------------------------------- 20 APPENDIX A Plate Planof Borings---------------------------------------------------------------------------------------------------------------A.1 Unified Soil Classification System----------------------------------------------------------------------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-----------------------------------------------------------------------------------------------------A.4 —A.16 Particle Size Distribution Reports---------------------------------------------------------------------------- A.17 — A.18 FreeSwell Test Results--------------------------------------------------------------------------------------------------A.19 Lime Series Test Results-------------------------------------------------------------------------------------------------A.20 Soluble Sulfate Test Results--------------------------------------------------------------------------------------------A.21 APPENDIX B Pavement Thickness Design Plate -B.1 1.0 INTRODUCTION 1.1 Project Description The approximate 12-acre project site is located on the east side of Alta Vista Road, approximately 1,000 feet north of Golden Triangle Boulevard in Fort Worth, Texas. The proposed single-family subdivision will incorporate 68 lots and includes construction of residential streets. This investigation complies with HBW 2-10 Warranty guidelines. This investigation also meets the requirements of the City of Fort Worth Pavement Design Manual dated January 2015 for the residential streets. Plate A.1, Plan of Borings, depicts the project vicinity and location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 9. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 1493-16-04 CMJ ENGINEERING, INC. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by thirteen (13) vertical soil borings drilled to a depth of 20 feet below existing grade. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates AA through A.16 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a all valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170- pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at Report No. 1493-16-04 CMJ ENGINEERING, INc. I' respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground -water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, percent passing the No. 200 sieve, and hydrometer analyses), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. The results of the hydrometer analyses are presented on Plates A.17 and A.18. Swell testing was performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of proposed structures. The results of the swell tests are presented on Plate A.19. One Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series test are presented on Plate A20. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. SUlfate- induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The results of the sulfate tests are presented on Plate A.21. The above laboratory -tests were performed in general accordance with applicable ASTM proceduresI or generally accepted practice. Report No. 1493-16-04 3 CMJ ENGINEERING, INC. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, the project site is situated on the outcrop of the Grayson Marl formation of the Lower Cretaceous age. The Grayson Marl Formation is characterized by limestones and shales. Residual soils associated with these formations consist of moderately active to highly active clays. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Soils encountered consist of dark brown, reddish brown, brown, light brown and tan silty clays and clays. These clays occasionally contain calcareous nodules, calcareous deposits, ironstone nodules, ironstones, iron stains, and limestone fragments. The various clays encountered in the borings had tested liquid limits (LL) of 44 to 62 with Plasticity Indices (PI) of 27 to 45 and are classified as CL and CH by the Unified Soil Classification System (USCS). The site clayey soils are generally stiff to hard (soil basis) with pocket penetrometer values of 2.0 to greater than 4.5 tsf. Unit dry weight values varied from 96 to 118 pcf and unconfined compressive strength values ranged from 3,330 to 19,350 psf. Tan limestone is next present in the borings at depths of 4 to 15 feet. The tan limestone contains clay seams and layers and is moderately hard to very hard (rock basis), with Texas Cone Penetration (THD) values of % to 21/2 inches per 100 blows. Gray limestone is next encountered in Borings B-9, B-10 and B-11 at depths of 16 to 18 feet and continues through boring termination at 20 feet. The gray limestone contains shale seams and is hard to very hard (rock basis), with Texas Cone Penetration (THD) values of %2 to 1% inches per 100 blows. Report No. 1493-16-04 CMJ ENGINEERING, INC. The Atterberg Limits tests indicate the soils encountered at this site are active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. Results of free swell testing indicate a relatively high potential for moisture induced volume change from present in -situ moisture conditions. 3.3 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was encountered in Boring B-3 at a depth of 15 feet below existing grade. Boring B-3 was dry at drilling completion. Ground -water seepage was not encountered during drilling or at completion in the remaining borings. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year seepage can occur in joints in the clays or atop or within the tan limestone. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed residential structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structures, total and differential vertical movements must be within tolerable limits. The moisture induced volume changes associated with the active to highly active clays present at this site indicate that shallow or near surface footings will be subject to differential movements of a potentially detrimental magnitude. Consideration can be given to a monolithic, slab -on -grade foundation system if the slab can be designed to tolerate potential movements due to moisture induced volume changes in the surficial soils without inducing unacceptable distress in the foundation or structural elements. Recommendations for this system are presented below. Report No. 1493-16-04 5 CMJ ENGINEERING, INC. The key to the success of slab performance includes obtaining the proper design parameters for design, designing the slab for the representative movements anticipated, and construction and post - construction techniques to reduce the possibility of undue movements. Expansive soils will neither heave nor shrink unless the actual moisture content of the soil changes. Therefore, maintaining as constant a moisture content aside and below slab foundations becomes of paramount importance to reduction of soil movements. Providing excellent drainage away from the structures, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. 4.2 Potential Vertical Movements The soils encountered across the site are predominately expansive to highly expansive. Analyses indicate that the potential vertical rise (PVR) of onsite soils due to their expansive characteristics may be on the order 3% inches. The PVR is variable depending on the type and thickness of the clays present and the present in -situ moisture levels in the clays. The greatest movements will occur where the greater thicknesses of dryer, more highly plastic clays are present. The actual amount of movement will depend greatly on the moisture content of the soils prior to construction. In other words, where a ground -supported floor slab is placed upon moist soils, the future expansive soil movement of these soils will be limited since these soils exist in a pre -swelled state, and additional moisture will not cause significant additional heaving of the soils. Conversely, when onsite soils are extremely dry, moisture will cause significant swelling of these soils. Upward differential movements due to heaving tend to cause the greatest undue cracking of slabs and superstructures. Therefore, slabs placed on moist subgrade soils or subgrade soils which are preconditioned to moist states will exhibit low movements, tolerable to slab -on -ground foundations. 4.3 Monolithic, Slab -on -Grade 4.3.1 General Design Considerations Slab -on -grade construction only should be considered if slab movement can be tolerated. A stiffenedI monolithically placed slab -on -grade foundation, either rebar orpost-tensioned, used at this site must be designed with exterior and interior grade beams to provide sufficient rigidity to tolerate the differential soil movements. These differential movements typically will occur between the periphery and interior of the slab -on -grade system. Foundation movements are anticipated to occur Report No. 1493-16-04 CMJ ENGINEERING, INc. 0 primarily due to post construction heave of the underlying soils but also can occur due to shrinkage of the clays around the perimeter of the slab. It is recommended that all fill soils be properly placed and compacted in accordance with this report section and Section 7 prior to foundation installation. Site grading can affect the design parameters. For example, fills using site clays and/or imported active clays could increase the total clay thickness at some locations thereby increasing the potential vertical rise. This office should be contacted for additional recommendations once the grading plan has been finalized. The estimated PVR values and free swell results in selected areas are relatively high and indicate a high potential for undue differential movements. The level of acceptable movement varies with the user, and should be determined prior to final design. The use of a monolithic, slab -on -grade is presented as an alternative to the use of a pier and structurally suspended grade beam and floor slab. The owner must fully understand that if a monolithic, slab -on -grade is used, some movement and resultant cracking within the floor and interior wall partitions may occur. This upward slab movement and cracking usually is difficult and costly to repair, and may require continued maintenance expense. The parameters appropriate for the slab design vary over the site due to variation in subsurface conditions, particularly with respect to the type and thickness of clays present. Therefore, areas with common clay types and thicknesses have been grouped into Zones 1 or 2 for the purposes of presenting slab design parameters. See Plate A.1, Plan of Borings, depicting the zoned areas. The PTI method incorporates numerous design assumptions associated with the derivation of required variables needed to determine the soil design criteria. This method of predicting differential soil movement is applicable only when site moisture conditions are controlled by the climate alone on a well graded site (i.e. no improper drainage, water leaks or free water sources). Under these conditions, moisture increases within the supporting soils and the resulting differential foundation movements are much lower than differential movements that can occur due to post -construction movements due to localized saturation caused by free water sources near or beneath the structures. Such movements from these unusual sources can result in greater differential movements than the slab was designed to tolerate. Report No. 1493-16-04 7 CMJ ENGINEERING, INC. If slab stiffness is not sufficient to resist the ground movements, these movements can cause cracking of interior sheet rock walls and exterior brick walls. The performance of a slab foundation can be significantly influenced by landscaping maintenance, recessed landscaping additions near the structures, water line leaks any other free water sources, and deep-rooted trees and shrubs. For example, should leaks develop in underground water or sewer lines or the grades around the structure are changed and cause ponding of water, unacceptable slab movements could develop. A greater risk of unsatisfactory foundation performance exists with aslab-on-grade design than for a drilled shaft design extending below the zone of seasonal moisture change. This office should be contacted for additional recommendations if design parameters for a drilled shaft foundation system with a suspended floor system is desired. The foundation should be designed by a structural engineer familiar with stiffened slabs -on -grade subject to differential movement. Design parameters are presented below for PVR and differential swell using the Post -Tensioning Institute's (PTI) slab -on -grade design method, 3rd Edition. TABLE 4.3.1 —SLAB DESIGN PARAMETERS Edge Moisture Variation Differential Swell (ym) (em) Zone PVR Center Lift Edge Lift Center Lift Edge Lift (in.) (in.) (in.) (in.) (in.) 1 3 7.8 4.0 1.6 2A 2 3%2 8.0 4.1 2.0 3.2 Beams may be designed based on an allowable soil bearing pressure of 2,000 pounds per square foot or less within the shallow soils. The beams should extend at least 12 inches into natural, undisturbed soil or compacted and tested fill. The beam depth is given in regard to bearing capacity and is not intended to be a structural recommendation. The key to the success of this foundation is proper design/construction, and providing control of the below -slab water. Providing excellent drainage away from the structure, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. Report No. 1493-16-04 CMJ ENGINEERING, INC. A properly engineered and constructed moisture barrier should be provided beneath the slab -on - grade. 5.0 EXPANSIVE SOIL CONSIDERATIONS 5.1 Potential Vertical Movements The expansive soils encountered at this site can shrink and swell as the soil moisture content fluctuates during seasonal wet and dry cycles. Additionally, the site environment is impacted by grading and drainage, landscaping, ground -water conditions, paving and many other factors which affect the structure during and after construction. Therefore, the amount of soil movement is difficult to determine due to the many unpredictable variables involved. The estimated soil movements are based on the subsurface conditions revealed by the borings and on seasonal moisture fluctuations. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. 5.2 Site Drainage An important feature of the project is to provide positive drainage away from the proposed buildings. If water is permitted to stand next to or below the structure, excessive soil movements (heave) can occur. This could result in differential floor slab or foundation movement. Awell-designed site drainage plan is of utmost importance and surface drainage should be provided during construction and maintained throughout the life of the structures. Consideration should be given to the design and location of gutter downspouts, planting areas, or other features which would produce moisture concentration adjacent to or beneath the structure or paving. Joints next to the structure should be sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should include periodic inspection for open joints and cracks and resealing as necessary. 5.3 Additional Design Considerations The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structure should be improved. Report No. 1493-16-04 CMJ ENGINEERING, INc. The following measures also are recommended to provide more uniform movements to foundations for the proposed structures: • Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result, therefore causing extreme suction conditions. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the foundation should be provided to carry off the run- off water both during and after construction. • Provide irrigation systems away from the edge of the house such that any leakage of said systems will not cause undue localized moisture gain below the slab • Always provide positive drainage away from the foundation to prevent zones of ponded water adjacent to the slab • Rainfall is recommended to be collected by gutters and downspouts and transmitted well away from the structure to prevent water from entering the building subgrade adjacent to the slab • Homeowners should be educated in providing a uniform moisture condition adjacent to the edge of their foundation. This involves sprinkling/watering their foundation during the dry, hot summers and providing good drainage of excess water away from the foundation during the wet periods of the year • Backfill for utility lines or along the perimeter beams should consist of on -site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. • All utility lines should be properly compacted and it is recommended that a clay plug be established at the edge of the building line leading out a horizontal distance of 5 feet. The purpose of this clay is to prevent excess water in a utility ditch backfill from entering the foundation and causing non -uniform movements • A floor slab placed at or below existing grade should be provided with a moisture barrier to prevent wet spots from penetrating through the pervious concrete slab • Trees and shrubs planned around the house foundations should be studied to assure that their root systems will not penetrate below the slab and cause undue drying of isolated zones along the foundation perimeter, potentially causing differential soil movements and resulting differential slab movements • Leave outs around the perimeter of the slab foundation should be backfilled in loose lifts .not exceeding 6 to 8 inches, moistened as required, and compacted and tested to ensure a tight fill of onsite soils exist around the building perimeter Report No. 1493-16-04 10 CMJ ENGINEERING, INC. • Provide a uniform moisture condition within a 5400t zone around the house perimeter to help maintain a more uniform soil moisture content and resulting reduced differential soil heaving movement below the slab • Provide swimming pools or ancillary structures well away from the house edge and follow similar procedures of excellent drainage, proper backfilling of utilities, and regular maintenance to further prevent unusual or excess moisture gains or loss adjacent to the slab foundation. 6.0 PAVEMENT DESIGN 6.1 Pavement Subgrade Considerations 6.1.1 General The performance of the proposed residential roadways depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 6.1.2 Subgrade Preparation Anticipated subgrade materials should generally consist of clay materials of high plasticity. The higher plasticity clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the Report No. 1493-16-04 CMJ ENGINEERING, INc. `fl subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. 6.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements from on the order of 3% inches are estimated. Movements in excess of these estimates can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 6.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended. The single treatment is described in Section 6.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 6.4 Pavement subgrade Preparation 6.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 7.0. The stabilized pavement subgrade, should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 100 percent of Standard Proctor density (ASTM D 698), between 0 to Report No. 1493-16-04 CMJ ENGINEERING, INc. 12 plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of calcareous nodules and ironstone nodules in the surficial soils can complicate mixing of the soil and lime. It is recommended a minimum of 8 percent hydrated lime be used to staze clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard based on a soil dry unit weight of 100 pcf for a 6-inch depth for Residential Drives. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. 6.4.2 Subprade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 6.6. 6.5 Pavement Sections At the time of this investigation, vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Report No. 1493-16-04 CMJ ENGINEERING, INC. 13 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadways. SubgradeSoils..................................................................Clay DesignLife.......................................................................1.25 years Initial Serviceability. A I A a A I I I I I a a I 1 0 a I A I a A A 0 9 1 a 0 1 1 A 0 1 1 1 9 a a 9 A 9 9 a a A (rigid) Terminal Serviceability......................................................2.0 Reliability...........................................................................85% Overall Deviation (rigid).....................................................0.39 Load Transfer Coefficient,',,,',,,, Delta I 'We, MIAMI INDIANA 6 0 got 6 0, 0, to Demo M13,0 Drainage Coefficient (rigid)................................................1.0 Design CBR (raw subgrade).............................................3 Adjusted Design CBR (lime stabilized, long-term)1..........115 Lossof Support.................................................................0 Concrete Modulus of Elasticity. If 11 VIM A I IN 'ANN ',INA 0 &ANN MAM&M410001000 psi Concrete Modulus of Rupture...........................................620 psi The design ESALS were provided in the referenced City of Fort Worth Pavement Design Manual, dated January 2015. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Plate B.1 presents detailed pavement thickness design input values and output. The following pavement sections have been derived from the analyses. Location Pavement Section Street Classification Growth Factor Design ESAL Thickness (in.) Material Residential Drives 6.0 6 Portland Cement Concrete Lime Stabilized Subgrade Residential AM Urban (High -Volume) No Growth 875,000 6.6 Pavement Material Requirements Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or AD, joints should be provided with load transfer dowels. The spacing of the joints Report No. 1493-16-04 CMJ ENGINEERING, INc. 14 will depend primarily on the type of steel used and also thickness of the pavement. No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 6-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Lime Stabilized Subgrade: Lime treatment for base course (road mix) -Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base —Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 6.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 3%2 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 7.0 EARTHWORK 7.1 Site Preparation &Material Requirements The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. Report No. 1493-16-04 15 CMJ ENGINEERING, INC. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment (weighing approximately 15 tons). The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. 7.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness -should be reduced to 4 inches for structure backfill zones requiring hand - operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a minimum of 95 percent of maximum dry density as determined by the Standard Proctor density, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Report No. 1493-16-04 16 CMJ ENGINEERING, INC. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 7.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density and moisture content should be as recommended for fill in Section 7.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 7.4 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Report No. 1493-16-04 17 CMJ ENGINEERING, INC. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. The angles refer to the total height of a slope. Site improvement should be maintained away from the top of the slope to reduce the possibility of damage due to creep or shallow slides. TABLE 7.4-1 Maximum Slope Angles Height (ft.) Horizontal to Vertical 0 — 3 1:1 3-6 2:1 6-9 3:1 > 9 4:1 Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 7.5 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. Report No. 1493-16-04 `E:3 CMJ ENGINEERING, INC. 7.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 7.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 8.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset %J the project. Experience has shown that the most suitable method for procuring theseservices is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 1493-16-04 19 CMJ ENGINEERING, INC. 9.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses., conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations Report No. 1493-16-04 CMJ ENGINEERING, INc. 20 where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of DW Commercial, LLC and their consultants for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. These recommendations should be reviewed once a grading plan is finalized. Report No. 1493-16-04 21 CMJ ENGINEERING, INC. -Q z Alta Vista Road I 1 II � I I I I I _ I I I PLATE A.l Major Divisions Sym. Typical Names Laboratory Classification Criteria `m � Well -graded gravels, gravel- �, 2 WD a)GW sand mixtures, little or no N C�=D60- greater than 4: C�--(�3°)----- between 1 and 3 � a fines 0 Dia D�0 x Dso c m e w M U MD .N Poorly graded gravels, gravel E N `��° a v GP sand mixtures, little or no cn Cn Not meeting all gradation requirements for GW U' n •a fines a)a U ca > > m C o ° o Silt ravels, ravel -sand -silt �? Liquid and Plastic limits N � E GM y g g �1 ° below "A" line or P.I. Liquid and plastic limits 0 cc CT � mixtures Z (D greater than 4 plotting in hatched zone z 0' u, g between 4 and 7 are mc:a .E5 o N o ca Liquid and Plastic limits borderline cases w °' > Clayey gravels, gravel -sand- ° N ' ° q requiring use of dual N `o m GC ° a� above "A" line with P.I. a clay mixtures @ Z c symbols greater than 7 �.� EY -Zo ° o a Well -graded sands, gravelly m Dso (D3o)Z n a; c SW C� - -- greater than 6: C�-------------- between 1 and 3 o E ° w sands, little or no fines ` N D,o D x D �o so U E rn � c rno c CU p g N ° �, Poorly graded sands; caw o .N U J SP gravelly sands, little or no c N a :` Not meeting all gradation requirements for SW U > v fines ) ._ a CL O N ..'�. O d' ° y N a) o �, m ° Liquid and Plastic limits ° Z ° = Silty sands, sand -silt M „ SM mixtures m °; � below "A line or P.I. less Liquid and plastic limits cU ` Q o a $ ° than 4 plotting between 4 and 7 cca 3� Q o N J LO are borderline cases wo ', _ a Liquid and Plastic limits requiring use of dual `o c° � SC Clayey sands, sand -clay above "A" line with P.I. symbols Q mixtures a) Q •V Q s, m greater than 7 ❑ U Inorganic silts and very fine CD ML sands, rock flour, silty or Ln clayey fine sands, or clayey U) m silts with slight plasticity a� > ) U) Inorganic clays of low to so ILDU) c a) medium plasticity, gravelly o ,E CL clays, sandy clays, silty 5 N U) = U � clays, and lean clays o Z a v OL Organic silts and organic silty 4 �, clays of low plasticity x Z N o � � C N Inorganic silts, micaceous or 3 0 MH diatomaceous fine sandy orca I ° (U silty soils, elastic silts a c N LL N L 2 E ° ° � CH Inorganic clays of high v plasticity, fat clays 1 E C _ 7 U a MLa a Organic clays of medium to 0 g d OH high plasticity, organic silts o 10 20 30 40 50 so 70 ao so 100 Liquid Limit T .V O .o Pt Peat and other highly organic Plasticity Chart 60 soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 0 CH +P OH a d MH CL a SOIL OR ROCK TYPES lMm ®® m e GRAVEL LEAN CLAY LIMESTONE • •• Oleo • . •. SAND . • • • • • SANDY SHALE — SILT SILTY SANDSTONE HIGHLY PLASTIC CLAY CLAYEYDo CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Flne Gralned SOIIS (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 l�11 irT ., 0 c� U .L IL v 0 ED M rn z z 0 M LL 0 0 0 J Project No. 1493-16=04 Boring No. BA L.1V1� nrv�uvnniurv� uv�.. Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.0' Completion Date 9-2-16 L t o .0 E O_ E N Surface Elevation Type 13-53 w/ CFA o U W (1 ` 6 ° . nl��y 3 C 2 NN M(L N ° �o C N N> M.2 Om o U__ •7 ' 6E JJ Vim__ U) 'o E dJ w V x N N �O IL C o w O N .N C O O �U ii z U�% "' N C.O �J C LL '� N C O-'O U E 7 C O O Z)Ud Stratum Description CLAY, brown, very stiff to hard 4.5+ 4.25 22 4.5+ 4.5+ 15 112 18580 CLAY, light brown, w/ ironstone nodules, calcareous deposits and limestone fragments, hard 4.5+ 5 4.5+ 57 23 34 12 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 00/2,25' 1 100/1, 5" 15 100/15' LOG OF BORING NO, BA PLATE A.4 N W F- (9 L) U 'a C7 Ni 0 M m v z Z W O m LL 0 D O J Project No. 1 1493=16=04 Boring No. 9 B-2 Project iv, ENGINEERING INC. l 12-Acre Subdivision -Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.0' Completion Date 9-2-16 LL L O- o o Q >. a) a E `° Surface Elevation Type 13-53 W1 CFA W O' o C� W m -p U. a) U) O UU! mdF o o N Z tM C pj @.T (.L0 o -O - L7E JJ V im_ N E dJ w U x N'O <.L s o O N O O 20 LL z V C� DJ C LL Ul 6 w a) N Q C C 00 7)00_ Stratum Description CLAY, brown, very stiff to hard 4.0 12 3.0 3.5 20 4.5+ 4.5+ 60 18 42 18 108 5 CLAY, light brown, w/ ironstone nodules, calcareous deposits and limestone fragments, very stiff to hard 4 5+ 4.0 19 10 LIMESTONE, tan, w/ clay seams and layers, hard to very hard 100/0.5" 15 100/1,1 " LOG OF BORING NO. B-2 PLATE A.5 -------- --------- Project No. 1493-16=04 Boring No. B-3 Project 12-Acre Subdivision - Alta Vista Road k -lvlj �1V111V�G1�V� 11V� Fort Worth, TX Location See Plate A.1 Water Observations Seepage at 15' during drilling, dry at completion Completion Depth 20.0' Completion Date 9.2-16 LL .0 o a � O_ Surface Elevation Type B-53 W/ CFA ci W LL' o 0 C� LL' of c N� 3 c u" o N V! COLLH g N mo C y> MAD d!A o - 7 ._ U E JJ N ._ 2 E LLJ V, N -a LL C - N c 65 2U UI c. J C LL o N U E 7 C o o ZDULL Stratum Description - CLAY, dark brown and brown, stiff to hard 2.25 2.25 2.75 21 108 5120 4.5+ SILTY CLAY, light brown, w/ iron stains and calcareous deposits, hard w/ fractured limestone seams below 13' 4.5+ 20 5 4.5+ 4.5+ 49 17 1 32 17 110 10 4.5+ 15 15 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 100/2" LOG OF BORING NO, B-3 PLATE A.6 Project No. 149346-04 Boring No, B-4 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.0' Completion Date 9-2-16 o �a Surface Elevation Type 13-53 w/ CFA W W ` 6, C � �C L: N N COIL O N O cmo _ �; N> (6 .a) dU o a _ �- 6 E JJ o �__ �,.- O E O.J y � x co "O a. C a) .N� O O �U z� . C C L.L O N �o Qc ��� C O O Ud N a Stratum Description 5 CLAY, dark brown and brown, w/ iron stains, very stiff to hard 4.5+ 12 4.5+ 4.5+ 79 62 17 45 14 3.0 CLAY, light brown, w/ iron stains, calcareous deposits and limestone fragments, hard 4.5+ 23 4.5+ 14 LIMESTONE, tan, w/ clay seams and layers, hard 100/1,4" 10 15 00/1,25' 100/1,4" 20 LOG OF BORING NO, B=4 PLATE A.7 Project No. 1493-16=04 Boring No, B=5 Project 12-Acre Subdivision - Alta Vista Road `"ivlj Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.01 Completion Date 9_2_16 o E N E Surface Elevation Type M3 w/ CFA o U w o C, d 0 .6 M in�ti 3 r o 66 maw O 0 o N> m.42 o_co o >"� 6E JJ o in= 2 E (LM inu) ma (L E .Nc o o s=� N c.0 Z)J L.L a o N 0E� c o o Z)Uo_ Stratum Description SILTY CLAY, light brown, w/ iron stains, calcareous deposits and limestone fragments, very stiff to hard 3.5 4.5+ 18 4.5+ 4.5+ 4.5+ 17 112 4320 5 4.5+ 49 13 36 17 4.5+ 1 15 2 LIMESTONE, tan, w/ clay seams and layers, hard 100/1,511 00/1.75' LOG OF BORING NO, B=5 PLATE A.8 Project No. 149346-04 Boring No. B=6 %�1V1J LlV 11lVLG1C11V 111V 1.. Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate M Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.01 Completion Date 9-2-16 LL a o � �' cn Q N Surface Elevation Type 13-53 W/ CFA o U w o Ci `6 oa inLL'� 3c o a) mo F O N Z m� ai N> co acn o a - 'S= vE �� �o - Cn 2 E a1D x u,a) coa a = o m .�c o o 20 _ �LL �V rN c� >� cLL �'cn 6 C o n� �E� c o o �c�a Stratum Description CLAY, dark brown, hard 4.5+ 19 4.5+ 4.5+ 58 22 36 13 118 CLAY, brown, w/ ironstone nodules and calcareous deposits, hard 4.5+ 4.5+ 19 5 4.5+ CLAY, light brown, w/ iron stains and limestone fragments, hard 4.5+ 15 10 15 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 10012" 100/2" LOG OF BORING NO. B-6 PLATE A.9 Project No. 1493-16=04 Boring No. B=7 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.01 Completion Date 9.2-16 o 0 .0 E co a) o_ E N Surface Elevation Type B-53 w/ CFA OR w o� W 6 O .0 inWLL a) ma~ o N O m6 •N En am o a _ 6-E iD� �`_ m E a�j 4 x ma a o ' a 63 0 nU En :D.j c LL ,O N o ao c 0 0 DUa Stratum Description 5 CLAY, dark brown, w/ ironstone nodules and calcareous nodules, stiff to hard 2.0 2,25 24 101 3330 2.0 2.75 22 4.5+ 3.0 22 CLAY, light brown, w/ iron stains, calcareous deposits and limestone fragments, hard 4.5+ 1 1 54 18 36 21 1 15 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 100/2" 100/2" 2 LOG OF BORING NO, B-7 PLATE A.1 0 Project No. 1493-16-04 No. riBw8 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.0' Completion Date 9_3-16 LL c Q o a E a E Surface Elevation Type M3 W/ CFA ° U W O o Q C� W m O.0 (n ULL C O O V! coal- o N O �� C N y 9 @ .T dN o U_- '7 v E JJ o U_- _� E 0 J y U x 'O d C c N C O O �U LL z QU 'E uj C Q QJ c ii a N p' co CO O_C U E 7 C O O QUD Stratum Description CLAY, dark brown, hard 4.5+ 51 17 34 13 4.5+ 4.5+ 18 4.5+ CLAY, brown, w/ ironstone nodules, hard 4.5+ 21 5 10 4.5+ CLAY, tan, w/ ironstones and calcareous deposits, hard 4.5+ 23 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 100/2,5" 15 100/1.5" 20 LOG OF BORING NO. B-$ PLATE A.1 1 Project No. 1493-16=04 Boring No. B=9 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20.0' Completion Date 9-3A 6 LL ._ o M E fN a E_ Surface Elevation Type B=53 w/ CFA o w C� o Ci 0� U ��� o a) (6 mo_1� O N mo _ � (n o_cn 0 a _ JJ 0 M _ a�J .Z ZZ x a a = =Y o 0 20 Z% DU c no >� C LL O = Q� c 0 0 Z)Uo_ Stratum Description CLAY, dark brown, w/ ironstone nodules, stiff to very stiff 2025 21 102 3400 4.0 3.5 22 CLAY, brown, w/ ironstones and limestone fragments, very stiff to hard 3.0 4.5+ 52 19 33 22 96 5 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 18" thick clay layer at 11' 00/2,25' 1 15 2 00/1,75' LIMESTONE, gray, wl shale seams, very hard —-----—— 100/0.5" LOG OF BORING NO, B-9 PLATE A.12 Project No. 1493-16-04 Boring No. B=10 CMJ ENGINEERING INC. Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20 0' Completion Date 9_3-16 LL L o �Q 0 Ma E N Surface Elevation Type 13-53 w/ CFA U w LY 0 (2, W O.0 LL iy; C o a)I6 m dH O N O m� U) ai N> mA� d (n o -0 _ '3 ._ o f J J o �__ Vj ._ O E IL J x N a) TMa d C o a a) N C 00 2 U DU I N C.0 J C LL 'O N o a� U E 7 C O O U tL Stratum Description CLAY, reddish brown, w/ ironstone nodules, and limestone fragments, hard 4.5+ 4.5+ 61 1 22 39 23 CLAY, brown, w/ iron stains and limestone fragments, hard 4.5+ 4.5+ 17 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 100/2.1" 5 1 15 00/1,75' 100/1,4" LIMESTONE, gray, w/ shale seams, hard 00/1,75' 2 LOG OF BORING NO, BA 0 PLATE A.13 rT N m F- 0 L) U a 0 v 0 ei m v 0 z FK 0 m 0 0 0 J Project No. 1493-16-04 Boring No. B=11 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate M Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20,01 Completion Date 9-3-16 LL w o o M E N a Ma N Surface Elevation Type ' BM W/ CFA W o Ci C U. a) inQ O NUj o N O 0)N •N m o o _ 67E ��_ E x m.0 o �: 00 LL �U c i c U. a .� _) o ac c o o Stratum Description CLAY, dark brown, w/ ironstone nodules, hard 4.5+ 16 4.5+ 4.5+ 16 117 17700 4.5+ 4.5+ - 5 CLAY, brown, w/ iron stains, calcareous nodules and limestone fragments, hard 4.5+ 60 22 38 24 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 100/2.5" 1 100/1.5" 15 LIMESTONE, gray, w/ shale seams, hard 100/1,61, 2 LOG OF BORING NO. B=11 PLATE A.14 N W F- 0 C7 L) U a O v 0 co m v 0 Z K O m LL 0 0 O J Project No. 1493-16-04 Boring No. B=12 Project 12-Acre Subdivision - Alta Vista Road Fort Worth, TX Location See Plate A.1 Water Observations No seepage encountered during drilling; dry at completion Completion Depth MIDI' Completion Date 9-3-16 L o E E N Surface Elevation Type B-53 W/ CFA o 0C\ U W ❑ C� O.0 3 C LL NN CO O_I- o N O mo N j f0 N dfn B10 E ._ 6E JJ U� to .— O E dJ U N N NU am O N .N C O O �" o,i N C� ❑J C u- •� U = N `Cn da U E 7 C O O ❑Ud Stratum Description CLAY, dark brown, w/ ironstone nodules, hard 4.5+ 14 4.5+ 4.5+ 14 4.5+ SILTY CLAY, light brown, w/ iron stains, calcareous deposits and limestone fragments, hard 4.5+ 11 5 1 4.5+ 76 46 19 27 23 LIMESTONE, tan, w/ clay seams and layers, hard to very hard 00/1,75' 100/1.6" 15 100/0.4" 20 LOG OF BORING NO. BA 2 PLATE A.15 N m F "i U 'a c� v 0 co m v z Z of O m LL O 0 ofJ Project No. 149346-04 Boring No. B=13 Project 12-Acre Subdivision - Alta Vista Road L.1V1 niv�uvnniui�� uv�. Fort Worth, TX Location See Plate AA Water Observations No seepage encountered during drilling; dry at completion Completion Depth 20 0' Completion Date 9-3-16 UL L a o O 9 E co a) N Q E Surface Elevation Type B-53 W/ CFA ° \ ° w o o m o � N V! LL: o otq mo_�- p N o m� O aj o a) o_in 'O o-E JJ ° ro E a�J caa a = 00 20 LL c Q DJ c W � °' N c 00 Un. Stratum Description 5 CLAY, dark brown, w/ ironstone nodules, hard 4.5+ 4.5+ 19 4.5+ 4.5+ 13 116 j 19350 4.5+ SILTY CLAY, tan, w/ iron stains, calcareous deposits and limestone fragments, hard 4.5+ 44 13 31 14 115 4.5+ 1 1 1 1 18 10 15 LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard 00/2,25' 2 00/1.75' LOG OF BORING NO, B=13 PLATE A.16 If Particle Size Distribution C0 9E O C C C C C C O O O sO} O O Report O O O 100 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 90 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 70 I I I I I I I l I I t I I I I I I I I I I I I I I I I I w z LL 60 I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z w W 50 I I I I I I I I I I I I I I 40 I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 10 1 GRAIN SIZE - mm. 0.1 0.01 0.001 00 +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0 30.8 48.2 LL PL Dgs DSO D50 Dan D15 D10 CrC11 0 62 17 0.0202 0.0071 Material Description USCS AASHTO 0 Remarks. Project No. 1493-16-04 Client: DW Commercial, LLC Project: 12 Acre Subdivision - Alta Vista Rd. - Ft Worth, TX o Depth: 2'-3' Sample Number: B4 CMJ ENGINEERING, INC. Fort Worth Texas F'LH 1 C H."1 Particle Size Distribution Report C C O O O w C C C C C O O O sO} (Op O O PR (o (+) N n (o 100 so I I I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7'0 I I I I I I I I I I I I I I I I I I I I I I I I I I I 60 I I I I I I I I I I I I I I I I I I I I I I I I I I I w Z ums I I I I I I I I I I I I I I I I I I I I I I I I I I I Z 50 ULLJ 40 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 10 1 0.1 0.01 O.Oo1 GRAIN SIZE - mm. F� oo +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0 26.0 50.0 LL PL D85Dgn Dgn D30D 1310 cc C HI 0 46 19 0.0255 0.0050 Material Description USCS AASHTO 0 Remarks. Project No. 149346-04 Client: DW Commercial, LLC Project: 12 Acre Subdivision - Alta Vista Rd. - Ft Worth, TX o Depth: 7-8' Sample Number: B-12 CMJ ENGINEERING, INC. Fort Worth Texas PLATE A.18 FREE SWELL TEST RESULTS Project: 12 Acre Subdivision — Alta Vista Road Fort Worth, Texas Project No.: 1493-1 M4 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.19 LIME SERIES TEST RESULTS Project: 12 Acre Subdivision — Alta Vista Road Fort Worth, Texas Project No.: 1493-16-04 Boring No.: B — 6 Depth: 0' to 1' Material: Clay Percent Lime pH 0 8.72 2 10.25 4 11.25 6 12.30 8 12.40 10 12.41 CMJ ENGINEERING, INC. PLATE A.20 SOLUBLE SULFATE TEST RESULTS Project: 12 Acre Subdivision —Alta Vista Road Fort Worth, Texas Project No.: 1493-16-04 Boring No. Depth (ft.) Material Soluble Sulfates (ppm) B — 2 0 — 1 Clay <100 B — 4 0 — 1 Clay <100 B — 10 1 — 2 Clay <100 B — 12 0 — 1 Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.21 WInPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: Company: Contractor: Project Description: Location: City of Fort Worth DW Commercial, LLC CMJ Engineering, Inc. 12 Acre Subdivision - Alta Vista Road Fort Worth, Texas Rigid Pavement DesignlEvaluation PCC Thickness Design ESALs Reliability Overall Deviation Modulus of Rupture Modulus of Elasticity 5.98 inches 8759000.00 85.00 percent 0.39 620 psi 4,000,000 psi Load Transfer, J Mod. Subgrade Reaction, k Drainage Coefficient, Cd Initial Serviceability Terminal Serviceability Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,577 psi Resilient Modulus of the Subbase 15,089 psi Subbase Thickness 6.00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 236.60 psi/in 3.00 237 psi/in 2.00 9/12/2016 9:36:03 AM Engineer: MWK PLATE B.1 ENGINEERING, INC. August 14, 2018 DW Commercial, LLC P.O. Box 466 Keller, Texas 76244 Attn: Mr. David Washington Jr. RE: ADDENDUM #1 ALTA VISTA ROAD PAVEMENT RECOMMENDATIONS 12 ACRE SUBDIVISION Al TA VISTA ROAD FORT WORTH, TEXAS CMJ PROJECT NO. 1493=16=04 Dear Mr. Washington: 7636 Pebble Drive Fort Worth, Texas 76118 www. cmj engr. com CMJ previously prepared a geotechnical report and presented the results in CMJ Report No. 1493-1 &04 dated September 3, 2016. Supplemental pavement design recommendations have been requested for the section Alta Vista Road that borders the east side of the subdivision. We understand Alta Vista Road is classified recommendations are provided below. as a Collector facility. Requested additional In performing the additional calculations, the writer utilized the results of the referenced geotechnical report and the design assumptions as stipulated within the City of Fort Worth Pavement Design Manual, dated January 2015. Pavement subgrade Preparation Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a Section 7.0 of CMJ's referenced report. firm subgrade and properly backfilled as described in The stabilized pavement subgrade, should be scarified to a minimum depth.., of 8 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), between 0 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of calcareous nodules and ironstone nodules in the surficial soils can complicate mixing of the soil and lime. Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 CMJ ENGINEERING, INC. DW Commercial, LLC CMJ Report 1493-16-04 Addendum #1 August 14, 2018 Page 2 It is recommended a minimum of 8 percent hydrated lime be used to stabilize clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 8 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Pavement Sections The following design parameters were used in our thickness design calculations (soil parameters were conservatively established based on laboratory testing for the soils that exhibit lower strengths): subgradeSoils..................................................................Clay DesignLife.........................................................................25 years Initial Serviceability............................................................405 Terminal Serviceability......................................................2.25 Reliability...........................................................................90% OverallDeviation...............................................................0.39 Load Transfer Coefficient..................................................3.0 Drainage Coefficient. us assume mansomensen aspumenesesom anon Nunn an doemam mesa amass BIRO Design CBR (raw subgrade).............................................3 Adjusted Design CBR (lime stabilized, long-term) ..86.80428..15 Lossof Support................................................................0 Concrete Modulus of Elasticity..........................................4,000,000 psi Concrete Modulus of Rupture...........................................620 psi Pavement Sections Pavement analyses were performed using method s outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design ESALS were provided in the referenced City of Fort Worth Pavement Design suitable for the previously m Manual, enti dated January 2015. The following pavement sections are hould be brought to our attenti oned assumptions. Any deviation from these assumptions son immediately in order to assess their impact on our recommendations. Plate 1 presents detailed pavement thickness design input values and output. The following pavement section has been derived from the analyses. CMJ ENGINEERING, INC. M Commercial, LLC CMJ Report 1493-1 &04 Addendum #1 August 14, 2018 Page 3 Location Pavement Section Street Classification Growth Factor Design ESAL Thickness in. Material Alta Vista Road 8 8 Portland Cement Concrete Lime Stabilized Subgrade Collector 1.5% 31006,302 06,302 Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in I and an increase in post construction heave of the pavement. Pavement Material Requirements oss of edge and subgrade support Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of H c onstructio is hways Streets and Bridges, 2014 Edition n recommendations for rigid pavements are given below. Specific Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed entrainment. construction th The pavement joints or expansion/ in accordance with the ACI Code 318 using 3 to 6 percent air should be adequately reinforced with temperature steel and all contraction joints should be provided with load transfer dowels. ie spacing of the joints will depend primarily on the type of steel used and also thickness of e pavement. No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 8-inch thick pavements. Lime Stabilized Subarade: Transportation Standard Spec and Bridges, 2014 Edition. Lime treatment ations for Con (road mix) —Item 260, Texas Department of struction and Maintenance of Highways, Streets, We appreciate the opportunity to provide this information. Please contact us should questions arise on information contained herein. CMJ ENGINEERING, INC. DW Commercial, LLC CMJ Report 1493-1 &04 Addendum #1 August 14, 2018 Page 4 Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 Project Engineer Texas No. 127818 ._" '��...... Ifat �1 f • • MATMw W. KAMMERDIENERop ► 1s1276i$,: ; 1 '••• N,.•• ti (4 4M (M W�� V` James .Sappington IV, P.E. Presi ent Texa No.97402 copies submitted: (2) Mr. David Washington Jr.; DW Commercial, LLC (mail and a -mail) Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: 1493-16-04 - 12 Acre Subdivision- Alta Vista Rd Location: Fort Worth, TX Owner/Agency: DW Commercial, LLC Rigid Pavement Design/Evaluation Concrete Thickness Total Rigid ESALs Reliability Overall Standard Deviation Flexural Strength Modulus of Elasticity 7.98 inches 302 Load Transfer Coefficient Modulus of Subgrade Reaction 90.00 percent Drainage Coefficient 0.39 Initial Serviceability 620 psi 4, 000, 000 psi lus of Subgrade Reaction (k-val Terminal Serviceability Resilient Modulus of the Subgrade Unadjusted Modulus of Subgrade Reaction Depth to Rigid Foundation Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction i 4,118.2 psi 221 psi/III 0.00 feet 0.0 221 psi/in. 2.25 Monday, August 13, 2018 3:43:37PM Engineer: MWK CITY OF FORT WORTH Heather Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project #101679 Revised April 7, 2014 1 GR-01 60 00 Product Requirements 2 3 THIS PAGE LEFT INTENTIONALLY BLANK 4 5 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: December 6, 2018 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Non-traffic area5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018* From Original Standard Products ListClick to Return to the Table of Content1 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area08/30/06 33 39 13 Fiberglass Manhole L.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.33 05 13 Manhole Frames and Covers Neenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.01/31/06 33 05 13 30" DI MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.11/02/10 33 05 13 30" DI MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia07/19/11 33 05 13 30" DI MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries 2280 (32") ASTM A 48 30" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) Composite SewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite 30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.* 33 05 13 Manhole Frames and Covers Neenah Casting24" Dia.* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.* From Original Standard Products ListClick to Return to the Table of Content5 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"* 33 39 10 Manhole, Precast Concrete Forterra(formerly Gifford-Hill, Hanson ) ASTM C 478 48"04/26/00 33 39 10 MH, Single Offset Seal Joint Forterra(formerly Gifford-Hill, Hanson ) Type F Dwg 35-0048-001 ASTM C 478 48" Diam MH09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"* From Original Standard Products ListClick to Return to the Table of Content6 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious* E1-14 Manhole Rehab Systems Quadex04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSPE1-14 Manhole Rehab Systems AP/M Permaform4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D581308/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use* From Original Standard Products ListClick to Return to the Table of Content7 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790* E1-14 Manhole Rehab Systems Sun Coast12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia* From Original Standard Products ListClick to Return to the Table of Content9 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)03/19/18 Casing Spacers BWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.3312/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"* From Original Standard Products ListClick to Return to the Table of Content15 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/Concrete* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- PipeASTM C 76* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell Systems McLat Construction Polyethylene Houston, Texas Approved PreviouslyTRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously* From Original Standard Products ListClick to Return to the Table of Content17 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe ASTM D3262/D375410/30/03 Glass-Fiber Reinforced Polymer Pipe Thompson Pipe Group Flowtite ASTM D3262/D37544/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/HDPE 33-31-23(1/8/13)* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/PVC* 33-31-20 (7/1/13)* 33-31-20 PVC Sewer Pipe Certain-Teed Products Corp ASTM D 3034 4" thru 15"* 33-31-20 PVC Sewer Pipe Napco Manufacturing CorpASTM D 3034, D 17844" & 8"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) ASTM D 3034 4" - 15"12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 4" thru 15"01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) ASTM F 679 18" - 27"09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDr-35 ASTM F-679 18"05/06/0533-31-20PVC Solid Wall Pipe Diamond Plastics CorporationPS 46 ASTM F-679 18" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"*33-31-20PVC Sewer Fittings Plastic Trends, In.cGasketed PVC Sewer Main Fittings ASTM D 303411/17/99E100-2Closed Profile PVC Pipe Diamond Plastics CorporationASTM 1803/F794 18" to 48"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"-24"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"-15"* From Original Standard Products ListClick to Return to the Table of Content21 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)* Cured in Place Pipe Insituform Texark, Inc ASTM F 121605/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-581305/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/Rehab/Fold & Form* Fold and Form Pipe Cullum Pipe Systems, Inc.11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 186706/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"* From Original Standard Products ListClick to Return to the Table of Content24 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 372 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 372 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 372 1"01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 240 AWWA C-223 U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Combination Air Release 33-31-70 (01/08/13)* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-50203/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-50201/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-50208/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-50209/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-50210/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawings No. 6461 A-423 Centurion AWWA C-50201/15/88 E1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawing FH-12A-423 Super Centurion 200 AWWA C-50210/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-50209/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-50208/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Meters02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC PipeAWWA C900, AWWA C605, ASTM D1784 4"-12"3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation Trans 21, DR 14, DR 18 AWWA C900 16"-24"12/6/2018 33 11 12 PVC Pressure Pipe J-M Manifacturing Co., Inc d/b/a JM EagleDR 14 "Blue Brute"AWWA C900-16 UL 1285 ANSI/NSF 61 FM 16124"-12"12/6/2018 33 11 12 PVC Pressure Pipe J-M Manifacturing Co., Inc d/b/a JM EagleDR 18 "Blue Brute"AWWA C900-16 UL 1285 ANSI/NSF 61 FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14 E1-07 MJ Fittings AccucastClass 350 C-153 MJ FittingsAWWA C153 4"-12"05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C153 4" to 36"05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C153 4" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C153 4" to 10"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCEAWWA C111/C153 12" to 24"08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.Sigma One-Lok SLDEAWWA C153 4" - 24"10/12/10 E1-24 Interior Restrained Joint System S & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12"08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint FittingsAWWA C153 4" to 24"11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C111 3"-48"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C111 4"-12"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C111 16"-24"* From Original Standard Products ListClick to Return to the Table of Content31 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company20" and smaller* E1-26 Resilient Seated Gate Valve Kennedy4" - 12"* E1-26 Resilient Seated Gate Valve M&H4" - 12"* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.15 4" to 16"* From Original Standard Products ListClick to Return to the Table of Content32 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" * From Original Standard Products ListClick to Return to the Table of Content33 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 12/06/2018Water - Sampling Station3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35