Loading...
HomeMy WebLinkAboutContract 46045 (2)D.O.E. FILE CONTRACTOR'S BONDING CO. - commucnows Color FORT WORTH CLIENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF East Rosedale Street 35-287 Paving, Illumination and Drainage Improvements City Project No. 01894 Betsy Price David Cooke Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2014 Freese and Nichols, Inc. PROJECT MANUAL FOR THE CONSTRUCTION OF East Rosedale Street 35-287 Paving, Illumination and Drainage Improvements City Project No. 01894 Betsy Price David Cooke Mayor City Manager S. Frank Crumb, P.E. Director, Water Depailiuent Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2014 Freese and Nichols, Inc. 7 City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Fotin Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 00 61 13 Perfon nance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01- General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Stoiui Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 East Rosedale Street 35-287 01894 32 31 26 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 Wire Fences and Gates Wood Fences and Gates Cast -in -Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 12 20 Resilient Seated Gate Valve 33 12 21 AWWA Rubber -Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 12 50 Water Sample Stations 33 12 60 Standard Blow -off Valve Assembly 33 31 12 Cured in Place Pipe (CIPP) 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 East Rosedale Street 35-287 01894 Division 00 General Conditions M&C Review Page 1 of 2 CITY COUNCIL AGENDA Official site of the City of Fort Worth, Texas FORT WORTH COUNCIL ACTION: Approved on 9/9/2014 DATE: 9/9/2014 REFERENCE NO.: C-26966 06E ROSEDALE LOG NAME: ENHANCEMENT IMPROVEMENTS CODE: C TYPE: NON- PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execution of a Contract with McClendon Construction Company, Inc., in the Amount of $2,660,642.70 for East Rosedale Enhancement Improvements from Interstate Highway 35W to U.S. Highway 287 and Provide for Staff Costs and Contingencies for a Total Project Amount of $3,167,340.70 (COUNCIL DISTRICT 8) RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with McClendon Construction Company, Inc., in the amount of $2,660,642.70 for East Rosedale Enhancement Improvements from Interstate Highway 35W to U.S. Highway 287, and provide for staff costs and contingencies for a total project amount of $3,167,340.70. DISCUSSION: The proposed project provides for reducing East Rosedale Street from four lanes in each direction to two lanes in each direction between Interstate Highway 35W and U.S. Highway 287 to provide for on - street parking, landscaping, lighting, bicycle, and pedestrian improvements within the street corridor. The construction contract time for the East Rosedale Enhancement Improvements from Interstate Highway 35W and U.S. Highway 287 is 240 calendar days. Anticipated construction completion date is October 2015. On September 25, 2012, (M&C C-25882) the City Council authorized the execution of a funding Agreement with the Texas Department of Transportation in the amount of $5,000,000.00 for design and construction of East Rosedale Enhancement Improvements from Interstate Highway 35W to U.S. Highway 287. The funding Agreement consists of $4,000,000.00 in Regional Toll Revenue funds and the $1,000,000.00 in City 2007 Certificate of Obligation funds. Per the terms of the Agreement, the State deposited $800,000.00 with the City at the start of the 2013 Fiscal Year and deposited $3,200,000.00 after the start of Fiscal Year 2014 for a total amount of $4,000,000.00. On May 14, 2013, (M&C C-26248) the City Council authorized an engineering Agreement with Freese and Nichols, Inc., for the preparation of engineering documents for the construction of East Rosedale Enhancement Improvements from Interstate Highway 35W to U.S. Highway 287. The project was advertised for bid on June 12, 2014 and June 19, 2014 in the Fort Worth Star - Telegram. On July 17, 2014 the following bids were received: BID PROPOSAL McClendon Construction Company Inc. Fain Group, Inc. BID AMOUNT $2,660,642.70 $2, 836, 083.50 http://www.fortworthgov.org/council_packet/mc_review.asp?ID=20 1 13 &councild... 9/12/2014 M&C Review Page 2 of 2 In addition to the contract amount, $426,878.00 is required for construction staking, project management, inspection, and material testing and $79,820.00 is required for project contingencies. M/WBE Office - McClendon Construction Company, Inc., is in compliance with the City's BDE Ordinance by committing to 25 percent MBE participation on this project. The City's MBE goal on this project is 18 percent. The project is located in COUNCIL DISTRICT 8, MAPSCO 77K, 77L and 77M. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, in the Grant Capital Project Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GR74 541200 020302596830 $3.167.340.70 Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: Fernando Costa (6122) Douglas Wiersig (7801) Dena Johnson (7866) ATTACHMENTS Rosedale Angled Parking Cross Section.pdf http://www. fortworthgov. org/council_packe t/mc_review. asp?ID=20113 &councild... 9/12/2014 1 2 3 4 5 6 7 8 9 SECTION 00 0515 ADDENDUM No. 1 East Rosedale Street IH-35 to US 287 City Project No. 01894 Addendum No. 1 Issue Date: July 8, 2014 Bid Receipt Date: July 10, 2014 000515-1 Addendum 1 Page 1 of 3 CHRIS B. BOSCO 1 93679 jct. e 8jQ1VlEI.1 10 This addendum forms part of the Contract Documents referenced above and modifies the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Summary of Pre -Bid Meeting and Contractor Questions. 16 An optional pre -bid meeting was held at 5001 James Ave on June 24 at 10:00 PM. A 17 sign -in sheet of those in attendance is attached. The City described the overall intent of 18 the project and questions were fielded. A paraphrased summary of questions is provided 19 below: 20 Q: Is the lighting in the median to remove and replace the light poles similar to West 21 of 35 or modify the existing light poles? 22 23 24 Q: Please clarify the wiring of the Pedestrian Lighting. A: As part of the project, the existing light poles will be removed and salvaged. The proposed poles will match the light poles West of 35. Please see revised plans for details. 25 A: The wiring is to be 6-6-6 triplex aluminum with 2 hots and one ground. 26 Q: Please clarify the base and alternate bid items for Fiber Optic. 27 A: Base bid items for the project will be Cl and C3 boxes with 4" PVC Multi Duct, 28 please see specification 99 99 01 for details. The alternate bid is for quazite tier 22 29 polymer concrete assembly 24"x36" and 48"x48" standard boxes or approved equivalent. 30 The alternate conduit is standard 4" flexible HDPE, orange, minimum bending radius of 31 65' or approved equal. The Alternate if chosen will include the reduction of Items 1-58 — 32 1-62. 33 Modification to Bid Proposal: 34 35 a. Modify previous proposal to match current attached proposal and please note the following changes. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 EAST ROSEDALE STREET — IH 35-287 CITY PROJECT NO. 01894. DOE NO. 6836 1 2 000515-2 Addendum I Page 2 of 3 b. Add Item I-23B "CONC, Ret Wall with Sidewalk, Face" at a quantity of 615 SF. 3 c. Add Item I-23C "CONC, Ret Wall with Sidewalk, Sidewalk" at a 4 quantity of 1230 SF. 5 6 7 8 9 10 11 12 d. Change Item I-25 "24" RCP, Class III" from a quantity of 50 LF to 120 LF. e. Change Item I-42 "4" BRK Pvmt Marking (HAE) (W)" at a quantity of 940 LF to 1150 LF. f. Change Item I-43 "4" SLD Pvmt Parking (HAE) (W)" at a quantity of 9525 LF to 13070 LF. g. Change Item I-49 "2" CONDT PVC SCH 80 (T)" at a quantity of 4950 LF to 5050 LF. 13 h. Change Item I-65 "Plant 4" Bioswale Plants" at a quantity of 2181 EA to 14 1767 EA. 15 i. Add Item I-63B "Plant Class #1 Bioswale Plants" at a quantity of 60 EA. 16 17 Change Item I-64 "Plant Class#3 Bioswale Plants" at a quantity of 112 EA to 99 EA. 18 k. Change Item I-66 "Plant Class #3 Plants" at a quantity of 1027 EA to 999 19 EA. 20 1. Remove Item I-69 "Irrigation (Entire Project)" at a quantity of 1 LS. 21 m. Change Item I-73 "Bench" at a quantity of 19 EA to 5 EA. 22 n. Add Item I-73B "Bike Rack" at a quantity of 3 EA. 23 o. Remove Item I-74 "Trash Receptacle" at a quantity of 16 EA. 24 2. Modification to Specifications: 25 a. Add Specification 99 99 01 Multi Duct Conduit Specification 26 3. Modification to Plans: 27 28 a. Add Sheet 87 Bioswale Drainage Area Map. No changes to construction. (Attached) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 000515-3 Addendum 1 Page 3 of 3 1 b. Add Sheet 88 Bioswale Drainage Calculations. No changes to 2 construction. (Attached) 3 c. Revise Sheets 99-118B Illumination Improvements. Sheets revised to 4 reflect median poles to be removed and salvaged. Proposed poles to be 5 Oleander LED shown on Sheet 188B. Callouts and quantity tables 6 revised on sheets to reflect change. (Attached) 7 d. Revise Sheets 119-132 Landscape Improvements. Sheets revised to 8 reduce trees, benchs and trash receptacles in select locations. (Attached) 9 All other provisions of the contract documents, plans and specification shall remain unchanged. 10 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 11 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 12 time of bid submittal. 13 Receipt c owledged: 14 By: 15 Company: McClen*cn Coneructen Co., Imo R.Q. Box NO 16 Burleson, TX :7 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET— IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 004243 BID PROPOSAL Page 1 of2 i i SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description I-1 Remove Sidewalk 1-2 Remove ADA Ramp 1-3 Remove Concrete Drive 1-4 Remove Concrete Pavement 1-5 Remove Concrete Curb 1-6 Remove 10' Curb Inlet 1-7 Remove 15' Curb Inlet 1-8 Remove 20' Curb Inlet 1-9 Manhole Adjustment, W/Cover 1-10 Traffic Control 1-11 Portable Message Sign 1-12 Unclassified Excavation 1-13 Embankment 1-14 SWPPP Z 1 acre 1-15 Bus Shelters (Black) 1-16 Lime Material (42 lbs/SY) 1-17 6" Lime Treatment 1-18 6" Conc Pvmt 1-19 9" Conc Pvmt 1-20 4" Conc Sidewalk Stamped / Integral Colored 1-21 4" Conc Sidewalk 1-22 6' Type 9-1 Ramp 1-23 6' Type M-1 Ramp I-23B CONC Ret Wall with Sidewalk, Face I-23C CONC Ret Wall with Sidewalk, Sidewalk 1-24 18" RCP, Class III 1-25 24" RCP, Class III 1-26 30" RCP, Class III 1-27 36" RCP, Class III 1-28 Concrete Collars 1-29 10' Curb Inlet 1-30 15' Curb Inlet 1-31 20' Curb Inlet 1-32 10' Open Back Inlet 1-33 15' Open Back Inlet 1-34 Concrete Flume 1-35 Soil (Bioswale) 1-36 Gravel (Bioswale) 1-37 Geotextile Fabric (Bioswale) I-38 6" Pipe Underdrain, Type 8 (PVC) (Bioswale) 1-39 8" Pipe Underdrain, Type 8 (PVC) (Bioswale) 1-40 Medium Stone Riprap, grouted 1-41 Gabion Flow Spreader (Bioswale) 1-42 4" BRK Pvmt Marking (HAE) (W) 1-43 4" SLD Pvmt Marking (HAE) (W) 1-44 8" SLD Pvmt Marking (HAE) (W) 1-45 24" SLD Pvmt Marking (HAE) (W) 1-46 18" Wide, 9' Long, 3' Spacing Pvmt Marking (HAE) (W) 1-47 Lane Legend (W) Bike Lane 1-48 Furnishing and Installing Ground Mounted Sign, Assembly, Foundation I-48B Furnish/Install Elec Ser Pedestal 1-49 2" CONDT PVC SCH 80 (T) 1-50 2" CONDT PVC SCH 80 (B) 1-51 6-6-6 Triplex Alum Elec Conductor 1-52 Salvage Street Light Pole 1-53 Furnish/Install Rdwy Ilium Assmbly Special (Oleander) (LED) 1-54 Furnish/Install Ped Ilium Assmbly (Oleander) (LED) 1-55 Rdwy Ilium Foundation Ty 3 1-56 Rdwy Ilium Foundation Ty 7 1-57 Ground Box W/ Concrete Apron 1-58 C1 Fiber Ground Box 1-59 C3 Fiber Ground Box 1-60 4" SCH 80 Multi Duct PVC (T) 1-61 4" SCH 80 Multi Duct PVC (B) 1-62 Block Sod Placement 1-63 Plant 4" Bioswale Groundcover CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Specification Unit of Bid Section No. Measure Quantity 02 41 13 SF 13880 02 41 13 EA 30 02 41 13 SF 2430 02 41 13 SY 4540 02 41 13 LF 4030 02 41 14 EA 7 02 41 14 EA 3 02 41 14 EA 1 33 05 14 EA 5 34 71 13 LS 1 34 71 13 EA 2 31 23 16 CY 3000 31 24 00 CY 200 31 25 00 LS 1 99 99 00 EA 3 30 11 29 TON 44.5 31 11 29 SY 2120 32 11 29 SY 1890 32 13 13 SY 1850 32 13 20 SF 30979 33 13 20 SF 8300 32 13 20 EA 24 33 13 20 EA 1 32 32 13 SF 615 32 32 13 SF 1230 33 41 10 LF 295 34 41 10 LF 120 33 41 10 LF 30 33 41 10 LF 30 33 05 17 EA 22 33 49 20 EA 3 33 49 20 EA 1 33 49 20 EA 1 33 49 20 EA 3 33 49 20 EA 2 32 49 20 EA 5 99 99 01 CY 225 99 99 01 CY 65 99 99 01 SY 890 99 99 01 LF 150 99 99 01 LF 150 31 37 00 SY 85 31 36 00 CY 10 32 17 23 LF 1150 33 17 23 LF 13070 3417 23 LF 3690 35 17 23 LF 630 36 17 23 LF 2740 32 17 23 EA 12 34 41 30 EA 21 26 05 00 EA 1 26 05 33 LF 5050 26 05 33 LF 695 34 41 20 LF 6190 34 41 20 EA 57 34 41 20 EA 57 34 41 20 EA 68 34 41 20 EA 1 34 41 20 EA 68 34 41 20 EA 31 99 99 00 EA 12 99 99 00 EA 5 99 99 00 LF 2840 99 99 00 LF 4240 32 91 19 SY 15030 99 99 00 EA 2181 Unit Price Bid Value 0041 00 00 43 13 004243 00 43 37 00 45 12 00 35 13 Bid Proposal Workbook.xls 004243 BID PROPOSAL Page 2 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No. 1-63B Plant Class #1 Bioswale Plants 1-64 Plant Class #3 Bioswale Plants 1-65 Plant 4" Groundcover 1-66 Plant Class #3 Plants 1-67 Plant Class #45 Tree 1-68 Plant Class #60 Tree 1-70 Landscape Edge Detail Project Item Information Bidder's Proposal Description I-71 Stamped Integral Colored Concrete Median (6") 1-72 Irrigation (Entire Project) 1-73 Bench I-73B Bike Rack Specification Unit of Bid Section No. Measure Quantity 99 99 00 EA 60 99 99 00 EA 99 99 99 00 EA 1856 99 99 00 EA 999 99 99 00 EA 143 99 99 00 EA 190 99 99 00 LF 900 99 99 00 SF 4760 99 99 00 LS 1 99 99 00 EA 5 99 99 00 EA 3 Unit Price Bid Value Total Base Bid Alternate Bid 11-1 ,24"x36" Standard Ground Box 99 99 00 EA 12 11-2 48"x48" Standard Ground Box 99 99 00 EA 5 11-3 4" Multi Duct HDPE (T) 99 99 00 LF 2840 11-4 4" Multi Duct HDPE (B) 99 99 00 LF 4240 11-4B REDUCTION: C1 Fiber Ground Box 99 99 00 EA 12 II-4C REDUCTION: C3 Fiber Ground Box 99 99 00 EA 5 11-4D REDUCTION: 4" SCH 80 Multi Duct PVC (T) 99 99 00 LF 2840 11-4E REDUCTION: 4" SCH 80 Multi Duct PVC (B) _ 99 99 00 LF 4240 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 END OF SECTION Total Alternate Bid! 004100 00 43 13 004243 004337 00 45 12 00 35 13 Bid Proposal Workbook.sls CITY OF FORT WORTH ITEM 99 99 01 TRAFFIC MANAGEMENT COMMUNICATIONS MULTI -DUCT CONDUIT SYSTEM 1. General Description. Furnish and place a Multi -Duct Conduit (MDC) of the type and sizes shown on the plans or as approved by the Engineer. Provide an MDC that is suitable for installation in an outdoor underground environment including constant immersion in water, and/or hung from a bridge without degradation in the MDC. The MDC is a pre -assembled conduit section manufactured from a 4 in. round outer duct containing 4 factory installed1.25 in. round inner ducts. The inner ducts are held together in a square configuration by a system of spacers. The spacers hold the individual inner ducts in formation, locking them tightly to prevent free twisting. The MDC system is described as a 4-WAY MULTI -DUCT SYSTEM" on the plans. The MDC, including respective bends, couplings, adapters, and other accessory fittings shall contain a coupling body for sealing the outer and inner ducts of adjacent MDC sections in an end - to -end relationship. The factory assembled lengths and associated bends shall be manufactured without the use of adhesives, to allow for inner duct movement relieving internal stresses experienced during field handlings and due to variations in coefficient of thermal expansion. The MDC system provided shall include a complete line of accessory items including, but not limited to, alternate outer ducts, sweeps and bends, repair couplings, ground box termination kits, and pre -assembled split repair kits. The MDC pre -assembled sections, factory bends, sweeps and fittings shall each be shipped with protective end caps unless otherwise noted or upon acceptance by the Engineer. All components of the MDC system shall be provided by the same manufacturer. Furnish, install, and test the MDC system. Provide all required sweeps, bends, repair couplings, ground box termination kits, alternative outer ducts, adapters, pre -assembled split repair kits, lubrication access fittings, tug -plugs, slit -inner duct plugs, hangers, anchors, brackets, expansion joints, and accessories to complete the MDC system as subsidiary to the MDC system. Provide all materials necessary for installation and testing subsidiary to the MDC system. 2. Materials. Provide new materials that conform to the details shown on the plans, the requirements of this Item, are UL listed and meet NEMA and NEC requirements. Provide underground MDC that conforms to the pertinent requirements of the following: • Telcordia GR-356, issue No. 2, June 2009 - Generic Requirements for Optical Cable Innerduct, Associated Conduit, and Accessories • ASTM D1785 —12, Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 • ASTM D2122 — 98(2010), Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings Item April 2013 Page 1 of 8 • ASTM D2412 —11, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading Provide aerial MDC that conforms to the pertinent requirements of the following items: • ASTM D2996 - 01(2007)e1, Standard Specification for Filament -Wound "Fiberglass" (Glass - Fiber -Reinforced Thermosetting -Resin) Pipe. • ASTM D2310 - 06(2012), Standard Classification for Machine -Made "Fiberglass" (Glass -Fiber - Reinforced Thermosetting -Resin) Pipe • ASTM D2517 - 06(2011), Standard Specification for Reinforced Epoxy Resin Gas Pressure Pipe and Fittings Furnish all components of the MDC system that are provided by the same manufacturer. Provide expansion joints and conduit that is similar to the connecting conduit. The MDC system shall conform to the following requirements: • A percent ovality of less than 5 percent, • An underground system that performs in an ambient temperature range of -30°F to 130°F without degradation of material properties, • An aerial system that performs in an ambient temperature range of -104°F to 200°F without degradation of material properties, • Resistant to most harsh chemicals, • Protected against degradation due to oxidation and general corrosion • Capable of being direct buried by trenching or boring with no special consideration to using or being restricted to selective backfill, • Has a low coefficient of thermal expansion, such that expansion and contraction is minimal. • Free of visible cracks, holes or other physical defects that would degrade its performance, • Uniform as practical in respect to overall dimensions, color, density, thickness, etc, • Contains a UV light stabilizer which will protect it, for a minimum of 12 months, in direct sunlight, • Durable identification showing the name and trademark of the manufacturer, conduit size and date of manufacture. A. Outer Duct 1. General. Outer ducts shall be marked with a longitudinal print line with the wording "Install This Side Up" to assure proper inner duct orientation and alignment. Item April 2013 Male ends of the outer ducts shall include a circumferential insertion depth mark to assure proper insertion coupling depth is achieved. The length of the integral coupling shall be a minimum of 5 inches in length to accommodate the coupling body. 2. Underground MDC System. Provide a 4 in. round outer duct that is heavy walled EPC- 80 (Schedule 80) polyvinyl chloride conduit (PVC). Ensure that the outer duct meets the requirements of schedule 80 PVC conduit and conforms to the following: Page 2 of 8 • NEMA Standard TC-2:2003, Electrical Polyvinyl Chloride (PVC) Conduit • UL 651, Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings • The National Electrical Code (NEC) 3. Aerial MDC System. Provide a 4 in. round Fiberglass Multi -Duct system that is bullet resistant, heavy walled, pure, high grade, filament wound fiberglass reinforced epoxy conduit. Ensure that all conduit, elbows, and fittings are manufactured from the same resin/hardener/glass systems and the same filament wound system. All Fiberglass MDC aerial elbows, conduit, fittings, and hangers shall be grey in color. Provide aerial MDC that performs in an ambient temperature range of -40°F to 200°F without degradation of material properties. Provide Aerial MDC that is resistant to most harsh chemicals, is protected against degradation due to oxidation and general corrosion, and has a low coefficient of thermal expansion so that expansion and contraction is minimal. B. Inner Ducts. Provide 1.25 in. inner ducts constructed of an extruded Virgin High Density Polyethylene (PE) compound specifically blended for inner ducts used in Multi -duct systems. Characteristics of this blend add rigidity to the extruded PE inner ducts, minimize the differences between the expansion and contraction rates of PVC and the PE inner ducts, create a burn resistant PE inner duct to minimize the chance of damaging the inner duct during the cable placing operation, and provide a silicone impregnated wall of the inner duct. Provide inner ducts that are uniquely identified by the extrusion of a different color for each of the inner ducts, using orange, yellow, red, and white. Place the white inner duct directly in -line with the manufacturer's identification on the outer duct for ease of identification and installation. Provide inner ducts with a minimum burst strength of 125 psi. Provide inner ducts that are extruded in a controlled outer diameter (OD) fashion. Provide inner ducts with a minimum ID of 1.25 in. and maximum OD of 1.413 in., and a minimum wall thickness of 0.075 in. Provide inner ducts that are the same type within the bends and within the straight sections regardless of colorization. All inner ducts shall meet the following requirements • Bellcore GR-2884-CORE, Issue 1, July 1995 — Generic Requirements for Multi -Bore Conduit • ASTM D 1599 — 99(2011) — Standard Test Method for Resistance to Short -Time Hydraulic Pressure of Plastic Pipe, Tubing, and Fittings C. Coupling Body. The MDC system, including all bends, couplings, and other fittings shall contain a coupling body for sealing the outer and inner ducts of adjacent multi -duct conduit sections end to end. Item April 2013 Page 3 of 8 1. Coupling bodies for installation by trenching. Provide a factory installed primary coupling body which incorporates integral molded sealing devices to facilitate field assembly and prevent water and foreign material leakage from outside the MDC and to prevent air leakage from inside the inner ducts. Ensure that the gasket or sealing member(s) are of an anti -reversing design to ensure that the lengths of the conduit stay joined together. Provide MDC system that can be assembled by hand without special tools and does not require lubricant for field assembly. Provide a coupling body with a plurality of bores containing principal seals which are molded as an integral part of the coupling body. Ensure that the field connection end of the internal coupling body incorporates shaped target areas to accommodate self -alignment of the inner ducts with bore openings during field assembly. Ensure that one of the bore openings on the field assembly side of the coupling body is uniquely identified to facilitate proper continuous inner duct alignment during field assembly. 2. Coupling bodies for installation by boring. Coupling bodies for installation by boring shall meet the requirements for coupling bodies of trenched MDC. In addition, the outer duct shall be equipped with locking rings and matching grooves, especially designed for bored installations. The conduit and joints shall withstand axial loads of 8,700 lbs. while being pulled around a bend with a 65-ft. radius, with no leaks or deformation of the ducts. D. Inner Duct Plugs. Plugs for sealing inner ducts shall be durable, fabricated from no metallic parts and shall be easily removable and reusable. Plugs shall be capable of being installed and removed by hand without any tools and shall provide a water- and air -tight seal of 21 psi. Plugs that seal empty inner ducts shall contain a rope tie on the inside end for connection of the pull rope/tape. 3. Installation. Place the MDC is accordance with the line, grades, details and dimensions shown on the plans or as otherwise approved by the Engineer. Place MDC system at the depth shown on the plans or as otherwise approved by the Engineer. Typical installation depth shall be 30 inches. The minimum depth of install MDC shall never be less than 18 inches below finished grade. Prior to final acceptance, pull a spherical template having a diameter of at least 75% of the inside diameter of the inner ducts through the inner ducts to ensure that the inner duct is properly aligned and free from obstruction. Cap or plug empty inner ducts placed for future use. A. Excavation. Perform trench excavation and backfilling as shown on the plans or as approved by the Engineer and in accordance with this Item. Item April 2013 1. General. Excavate to the lines and grades shown on the plans or as approved by the Engineer. Provide slopes, benching, sheeting, bracing, pumping, and bailing as necessary to maintain the stability and safety of excavations. Use satisfactory excavated material as backfill. Dispose of material not incorporated into the final project off the right of way in accordance with federal, state, and local regulations. When excavating across private Page 4 of 8 Item April 2013 property or beyond the project limits, keep any topsoil removed separate, and replace it, as nearly as is feasible, in its original position. Restore the area to an acceptable condition. 2. Obstructions. Remove obstructions to the proposed construction, including trees and other vegetation, debris, and structures, over the width of the excavation to a depth of 1 ft. below the bottom of excavation. If abandoned storm drains, sewers, or other drainage systems are encountered, remove as required to clear the excavation area, and plug in an approved manner. After removing obstructions, restore the bottom of the excavation to grade by backfilling in accordance with this Item. Dispose of surplus materials in accordance with federal, state, and local regulations. 3. Excavation in Streets. When structures are installed in streets, highways, or other paved areas, cut pavement and base to neat lines. Restore pavement structure after completion of excavation and backfilling. Maintain and control traffic in accordance with the approved traffic control plan and the TMUTCD. 4. Utilities. Conduct work with minimum disturbance of existing utilities, and coordinate work in or near utilities with the utility owners. Inform utility owners sufficiently before work begins to allow them time to identify, locate, reroute, or make other adjustments to utility lines. Avoid cutting or damaging underground utility lines that are to remain in place. If damage occurs, promptly notify the utility company. If an active sanitary sewer line is damaged during excavation, provide temporary flumes across the excavation while open, and restore the lines when backfilling has progressed to the original bedding lines of the cut sewer. 5. De -Watering. Do not construct or place MDC in the presence of water unless approved. Place MDC only on a dry, firm surface as directed. Remove water by bailing, pumping, well - point installation, deep wells, underdrains, or other approved methods. 6. Bedding. Provide a minimum of 4 inches of fine granular material on the base of the excavation before placing the MDC. 7. Backfill. As soon as practical, backfill the excavation after placement of the MDC. Use backfill free from stones large enough to interfere with compaction; large or frozen lumps that will not break down readily under compaction; and wood or other extraneous material. Obtain backfill material from excavation or from other sources. In areas not supporting a completed roadbed, retaining wall, or embankment, place backfill in layers at most 8 in. deep (loose measurement). In areas supporting a portion of a roadbed, retaining wall, or embankment, place backfill in uniform layers at most 6 in. deep (loose measurement). Compact each layer to meet the density requirements of the roadbed, retaining wall, embankment material or as shown on the plans. Bring each layer of backfill material to the moisture content needed to obtain the required density. Use mechanical tamps or rammers to compact the backfill. Rollers may be used to compact backfill if feasible. Cohesion less materials such as sand may be used for backfilling. Compact cohesion less materials using vibratory equipment, water-ponding or a combination of both. Page 5 of 8 8. Warning Tape. Place an underground mylar marking tape, as approved by the Engineer, over the MDC on top of a 6 in. backfill, prior to final backfill of trench, unless otherwise shown on the plans. Cover the entire width of the trench with the marking tape. Use warning tape continuously imprinted with "CAUTION — CITY OF FORT WORTH OPTICAL FIBER LINE BELOW". Furnishing and installation of warning tape is subsidiary to this item. 9. Final surface. Where existing surfacing is removed for placing MDC, repair by backfilling with material equal in composition and density to the surrounding areas and by replacing any removed surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. Mark MDC locations as directed. Excavation and backfilling will be subsidiary to the installation of the MDC. B. Boring. Jack and bore as shown on the plans or as approved by the Engineer, and in accordance with the Item. Item April 2013 1. General. Excavate suitable shafts or trenches for conducting the jacking or boring operations and for placing end joints of the pipe if the grade at the jacking or boring end is below the ground surface. Protect excavations with slopes, benching, sheeting, bracing, temporary shoring, pumping, and bailing as necessary to maintain the stability and safety of excavation. Install MDC so there is no interference with the operation of street, highway, railroad, or other facility and no embankment or structure is weakened or damaged. Repair any MDC damaged in jacking or boring operation. Remove and replace any MDC damaged beyond repair at the Contractor's expense. Immediately after installation of MDC, backfill shafts or trenches excavated used to facilitate jacking or boring. 2. Boring. Bore from a shaft in an approved location provided for the boring equipment and workmen. Dispose of excavated material using a method approved by the Engineer. Use water or other fluids in connection with the boring operation only as necessary to lubricate cuttings; do not use jetting. In unconsolidated soil formations, use a gel -forming colloidal drilling fluid consisting of high- grade, carefully processed bentonite to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and immediate installation of the conduit. Allowable variations from line and grade are specified in Section 476.3.A, "Jacking." Pressure - grout any over excavation of more than 1 in. Use a pilot hole or auger method for the boring. • Pilot Hole Method. Bore a 2 in. pilot hole the entire length of the crossing, and check it for line and grade on the opposite end of the bore from the work shaft. This pilot hole will serve as centerline for the larger diameter hole to be bored. Page 6 of 8 • Auger Method. Use a steel encasement pipe of the appropriate diameter equipped with a cutter head to mechanically perform the excavation. Use augers of sufficient diameter to convey the excavated material to the work shaft. C. Aerial. Fasten all MDC attached to bridges or other structures with MDC straps, hangers or as directed by Engineer. Submit details for MDC attachment. Submit details of method of installing MDC inside bridge decks (if MDC cannot be attached to outside of bridge) to Engineer for approval. Fit MDC ends with bushings or bell ends. D. Locator Wire. Install a 1 conductor, No.12 AWG solid copper locator wire in all MDC system runs to facilitate locating underground optical fiber optic cables. The wire is to be pulled into a duct along with the optical fiber cable; it shall not occupy a duct by itself unless there is no other cable being installed in the multiduct. The cable shall be continuous between ground boxes. The locator wire will be subsidiary to the installation of the MDC. 4. Testing A. General. Performance testing for all materials not previously tested and approved may be required. If technical data is not considered adequate for approval, the City may require material testing by an independent testing laboratory. The contract period will not be extended for time lost or delays caused by testing prior to final approval of any items. Failure to conform to the requirements of any test will be counted as a defect and the materials will be rejected. Rejected materials may be offered again for retest provided all non - compliances have been corrected and retested by an independent testing laboratory. B. Examination of Product. Carefully examine each MDC system component to verify that the materials, design, construction, markings, and workmanship comply with the requirements of its specification. C. Testing of Product. The contractor shall provide certified test reports by an independent testing laboratory for the following: 1. Coupling Body. Test the coupling body to ensure that it seals the inner duct by applying 100p.s.i.g. to an inner duct and verifying that the inner duct is capable of maintaining a minimum of 15p.s.i.g. for 24 hours. Testing shall be in accordance with ASTM, NEMA STANDARD TC-2, UL.651, and Bellcore standards as referenced in this specification. 2. Inner Duct. Test the burn through resistance of inner duct as per the following procedure: Wrap a length of inner duct around and secure to a rigid form with a radius of 24 in. Thread an appropriate length of pre -lubricated flat tape with a minimum tensile strength of 1500 Ib. through the inner duct and sew the ends together to create a continuous loop. Wrap the tape around a powered capstan that can be drawn away from the duct sample to provide a continuous tension of 450 Ib. Draw the tape continuously through the sample with the powered capstan at a rate of 100 ft. per minute. Ensure that the duct does not burn through within 150 minutes. Item April 2013 A. References. The MDC System Supplier shall submit 3 references where the supplier's MDC system has functioned successfully for a period of no less than 1 year. References Page 7 of 8 to include current name and address of organization, and the current name and telephone number of an individual from the organization who can be contacted to verify system installation. Provide this information prior to documentation submittal. Failure to furnish the above references will be sufficient reason for rejection of supplier product. B. Measurement. This item will be measured by the linear foot of MDC system furnished, installed, and tested. C. Payment. The work performed and materials furnished in accordance with this item and measured as provided under "Measurement" will be paid for at the unit price bid for "Multi - duct Conduit" of the type specified. The price is full compensation for furnishing, and installing MDC; for excavation, boring, aerial installation, furnishing and placing backfill, installing all fittings, sweeps, bends, repair, couplings, adaptors, ground box termination kits, pre -assembled split repair costs, lubrication access fittings, hangers, brackets, expansion joints, concrete, and detectable underground metalized mylar warning tape, locator wire, and for all labor, tools, equipment and incidentals necessary to complete all work. END Item April 2013 Page 8 of 8 AtA n Tir Ii use, we We eel esowestre-et"pronsawowe • REVISIONS DINOWTON ME NICHOLS 4055 International Plaza, Sate 200 FOR Worth, Tuns 76109-4 95 Phone- 917300 Fax -IBM 735-7495-2491 Web -www.frauasom 0 LEGEND o swx 1 AREA WO1551 ORAINACE 60tit0ART FLOW 0FEO11ON 0 50. 100. 200. DATE z 5025 tL1f `� 2 ttt(i� ��a_-°-' Tau8Re9Nlen6 El9NMSNi9F.F3146 CONSTRUCTION NOTES v I;=-5 T DAMAHDNotecoNWACroasKAILLWM pp eoSu"�'"'tvss nee HORIZONTAL &VERTICAL CONTROL FILE [IT 8110141 N V] x.9999 A64Psc0Avt TM T=.'ru 0 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 DRAINAGE BIOSWALE AREA MAP 0E91ONEd me DATE. DRAW10/07/2013 SHEET 87 OF 152 BIOSWALE CALCULATIONS Voiumet4c Average height Contributing Runoff Runoff Water Quality Filter Bed Depth, Coefficient of of water above Design Filter Bed Pending Surface Bioswair ID Drainage Area Impervious, I Coefficient, C Coeffi dent, Rv Volume, WQy df Permeability, k fitter bed, hf Drain Tiime,tf Area,Af DOE %1 1 FT' 1 ft ft/day 1 ft 1 day FT' NOS-1 0-24 51% 1 0.580 1 0.507 I 665.26 1 2.5 2 0.25 1 301.48 13105-2 0.16 51% 1 0.580 0.507 1 448.53 I 2.5 2 0.25 1 203.88 0105-3 0.54 57% 1 0.618 0560 1653.05 1 25 2 0.25 1 1 751.39 0105-4 0.45 E310 1 0.661 1 0.619 152357 ) 2,5 2 1 0.25 1 692.53 3105-5 0.07 78% 0.757 1 0.752 1 798.17 I 2.5 2 0.25 1 13553 0105-6 0.37 75% 0.739 1 0.727 1 14519425 2 0.25 1 659.97 NOTE: 1. BIOSWALE DIMENSIONS BASED ON MINIMUM INFILTRATION RATE OF 1INCH / HOUR. CONTRACTOR TO PROVIDE INFILTRATION TESTING ACCORDING TO SPEC 9999 TO VERIFY INSTALLED INFILTRATION RATE. length 37.69 25.48 93.92 136.57 16_'4 8250 81 AI AI REVISIONS OcsaMPnev INICHOLS 5 Intarnation81 MaeSuite Sea Fort ort% Texas ?609da95 olarAs91 wee-vmm.freesemm ;yaw- Terre Reaist0349583 e00800F2146 CONSTRUCTION NOTES DATE caORRSOALLEXCAVATDTCO t�Praxn98080 TirwsT+s HOURS2wcRro eeePmnoPmanons'��� SICTELEPHOTTE RTER COMAE A„ OTREDFACUTms 3atalinfc=x ss "�' HORIZONTAL & VERTICAL CONTROL INTERN. z srz0x 0rrraO7scr #0070 1PWPRQIPCT a00000 t, rn N Tn ar%rscarm.124 7870{e1 0 CITY OF FORT WORTH, TEXAS 1T4' TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT DESIGNED: DRAY,* BIOSWALE CALCULATIONS A EV ULt LErE DATE, SHEET 0 ID7o7/Tol3 188 OF 152 gi 102:00 2 Po WIN • 0 10' 20' 40' SCALE IN FEET A A REVISIONS DESCRIPTION ADDENDUM 41 ramFREESE ONICHOLS 905E rnlernetbnal Plaza, Sulfa 20D Fort Worth, Texas 76109<895 Fax �(81�(173S-799]100 Web -www.freesecom LEGEND LARGE SHADE TREE MULTI -TRUNK TREE A./ SHRUBS/ORNAMENTAL GRASSES DENOTES CONCRETE ® LANDSCAPE EDGE i'®' SOLID SOD NOTE' 17 REFER TO SHEETS 41 -43 FOR PLANT DETAILS 27 REFER TO SHEET 44 FOR PLANT ABBREVIATION NAMES. SIZES, AND TOTAL QUANTITIES 37 REFER TO SHEET 45 FOR TREE LOCATION CHART az/Ozna AA ---SHRUB 000 SPECIES PLANT QTY. Texas ftegiskretl BXNreeaen16naaFrtn F2194 CONSTRUCTION NOTES TREE SPECIES TREE LOCATION NUMBER HORIZONTAL & VERTICAL CONTROL INTERNAL ILES CITYPROJECT p00142 MY PROJECT k 0.100 M-0000 APSCONO. 774>F/0L I CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 i PLANTING PLAN D 10' 20' 40' ( BEGIN TO STA. 108+00 p GNED: FW FUSIZE DATE' SCALE IN FEET SCALE:LL ...if DRADESIWN: MLM 1"•20' 1 10l0]/2013 —....Wv SHEET 119 of 152 4 o \. CV E RACK La 5 LJ 1 „i:sif'«w SIT VOLUME 9a:. 398 ___,_am �aEE9Ac n.—__—__—_._J_—. PH 14 -ROSEDALE STREET (ONNEREIT PAn:r) -I A09; 00 ROSEDALE E NRG)ET RAncnEF L -I µ10 00tr 11 v>t _.r ,�;:x.;; I§1,..r�,r �.. ,,v.P.--.x. r71A" '� Sri _ -(r 1 Y ROSEDALE ST MINA • r i l Z.R.O.W. ROSEDALE ST VOLL R.O.W REVISIONS OEscRwnav p ADDENDUM #1 A pl r-7�NICHOLS 40SS International Plaza, Suite 200 FOrt PM1oneorth,71T33-74 Texas 7009-489S Fat-18191 Web - www.freese.com LEGEND --1 _ LARGE SHADE TREE r 0 10' 20' 40' SCALE IN FEET Alk BIKE RACK IF MATCHLINE STA. 116+50 0 MULTI -TRUNK TREE �� SHRUBS/ORNAMENTAL GRASSES ® DENOTES CONCRETE LANDSCAPE EDGE FUAI SOLID SOD g°Iz 14 c7 2-14 Texas RegislereE ElgineeMng Fiim F-2144 CONSTRUCTION NOTES THE LONTRACITAISHALL NOTNcOemgrwAtcsaLvnixvctiixes8,s,ir o"T idis Ez„,,. R:FOLLOUWOAT LEASTESHOURS1930RTO EXCAVATE,. ATEACRLOCATIO . IELDOPERATIONS �81,�,jj39z ALL OTRERFACILTNES o(tiMO ss 3363 AA -•:—SHRUB SPECIES 00 DAM It 07/02/14 NOTE: 1) REFER TO SHEETS 41 -43 FOR PLANT DETAILS 2) REFER TO SHEET 44 FOR PLANT ABBREVIATION NAMES, SIZES, AND TOTAL QUANTITIES 3) REFER TO SHEET 45 FOR TREE LOCATION CHART 147 PLANT QTY. TREE SPECIES TREE LOCATION NUMBER HORIZONTAL & VERTICAL CONTROL INTERNAL FILE, CITE PROJECT AMA.? TPIVPROJECT ,00000 N 0o K-L7O2 MAPSCONO. TTM, 78/02,11 Q E'I CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION 0 10' 20' 40' OESIGNEDK SCALE IN FEET DRAWN: ROSEDALE ENHANCEMENT IH-35W TO US-287 10 PLANTING PLAN STA. 107+50 TO STA. 116+50 SCALE iZE DATE MLM 1"-20' 10/07/2013 SHEET 120 OF 152 MATCHLINE STA. 116.50 1,0[0. F:tiarth r111 9 11. dui co na-oo ROSEDALE ST . s6fmu-y .'ewc - SL, ROSEDALE ST SEE SHEET 40 FOR BIO-SWALE PLANTING PLAN- R.O.W SEE SHEET 40 FOR BI0-SWALE PLANTING PLAN <— S `BIKE RACK 123.00 SEE SHEET 40 FOR BIO-SWALE PLANTING PLAN . -y is MATCHLINE STA. 120*5 - 0 10_20. 40' SCALE IN FEET MA II A 1 I AADDENDUM *1 I AI I3 IAI REVISIONS DESORPTION OM FREESE Num iNICHOLS 4055 International 735 zoo Fort 30949 PhOne -00 Fax - (PM 235-7451 Web-www.freeze.wm LEGEND 0 3000 LARGE SHADE TREE MULTI -TRUNK TREE SHRUBS/ORNAMENTAL GRASSES DENOTES CONCRETE LANDSCAPE EDGE E SOLID SOD NOTE. V REFER TO SHEETS 41-43 FOR PLANT DETAILS 2) REFER TO SHEET 44 FOR PLANT ABBREVIATION NAMES, SIZES, AND TOTAL QUANTITIES 31 REFER TO SHEET 45 FOR TREE LOCATION CHART 000 CONSTRUCTION NOTES COW AA+SHRUB SPECIES PLANT QTY. TREE SPECIES TREE LOCATION NUMBER HORIZONTAL & VERTICAL CONTROL INTERNAL CITYPROIECT N00141 TPWPRO)ECT,00000 rcu00 AMAX°NO. 7764784KIN E. CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 DESIGNED. HH DRAWN: MLM PLANTING PLAN STA. 116+50 TO 125+00 FULL DATE: SHEET SCSIZE 10/07/2013 727 OF 152 0 of N MATCHLINE STA. 0 In /]��� ROSEDALE ST Q F�R 13 0 -i H 32 00 A Z ®� ® �YF Ir YF J r� U TT7 1— s _; Q M SEE SHEET 40 FOR 810-SWALE PLANTING PLAN- ROSEDALE ST SEE SHEET 40 FOR BIO-SWALE PLANTING PLAN— ‘‘‘‘‘‘‘‘" / / 129.00 ii- ATCHLINE STA. 10' 20' 40. SCALE IN FEET 0 Q N / a / 0 10' 20. 40' SCALE IN FEET 43 e e e REVISIONS ADDENDUM #1 •7 NICHOLS 40550 tPlem.te 200 e1 ) Phan0ernetlon0((73S-73000.45SW05 Fax-(817) 735-74s1 Web- www.freese.com LEGEND LARGE SHADE TREE �••1 F .. 5 MULTI -TRUNK TREE SHRUBS/ORNAMENTAL GRASSES DENOTES CONCRETE ® LANDSCAPE EDGE 50 SOLID S00 NOTE: 1) REFER TO SHEETS 41 -43 FOR PLANT DETAILS 2) REFER TO SHEET 44 FOR PLANT ABBREVIATION NAMES, SIZES, AND TOTAL QUANTITIES 3) REFER TO SHEET 45 FOR TREE LOCATION CHART Tom 1141 a Englogel inn F-2149 CONSTRUCTION NOTES wa 07/02/14 SHRUB SPECIES PLANT QTY. TREE SPECIES TREE LOCATION NUMBER " sre°'EURrn""n�u""�"mess'o�twlsE�. ATR ENA LL CONEAAOT ONE P OCLOnv:On AEA ST IS N OURS OUOR T o EXCLWATMOIOR I00EEruaw"S AMOS EENNNEiliiPwOEr1ErxONCORs s ELECTRIC ACL OTHEflswC4trtiE3 �88a�3 GY G-TEER t3ta HORIZONTAL & VERTICAL CONTROL INTPRNAtt CI'IYPAOIEC 00.2 TPWPROEE[T tLT.EYW. KKKIRI MIL MERLIN CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION SHEET c" 122 of 152 c4 00 ROSEDALE ENHANCEMENT IH-35W TO US-287 PLANTING PLAN ST�1A, 125+00 TO 134+00 DESIGNED: HH I SCAtE:I E I DATE: DRAWN: MLR 1"-20' 10/07/2013 ,7 0 0 W O € d \ / MP' D E ' m' NI' N- VtVQ3 N?i 4400 _ ROSEDALE ST / / / __/ / / �7 _/ \ F1FY':7. iva N' TAINS ARA Ntr .11211, f 0111Fwgi_- BM �i.► co ' NIP F$' NiI c N J 0 CC LUiZkAft 1L 00) ' F2S' F3:F' vA3 N3 149-DO ROSEDALE ST �'�'" , �YF _ ID is P m m aL1 ®!m /gym L� � �� 3 �' *If 410 Mil 11 ell v11, N31°' ANN L4 m mm ND, N N3' Nam' 0 P 0 Ln 10 20' 40' LIt SCALE IN FEET Nzr %Fr& 0Mie " 014, ' O 180+00 __-�F __- __151.00 _ _ C 1�) 0 lD' 20' 40' R.O.W SCALE IN FEET 0 _ Iwaal eteovsort wenn ttttre.p UM; .+a e5 WU. • ea ee ea sun uz..- ,rvm .oes n.uATpr einprN vrvpt-piantps.znr REVISIONS .IA tEswpno. 1 A ADDENDUM *1 IA s1A1 O EMIFIUICI OLS M56 IntarnMiona) plaza, SORB 200 Fort Worth, Texas 76133-0696 Phone-(61J J35-7300 web .www f eese.com LEGEND LARGE SHADE TREE MULTI -TRUNK TREE SHRUBS/ORNAMENTAL 0000 GRASSES ® LANDSCAPE EDGETE ma SOLID SOD NOTE: 1) REFER TO SHEETS 41 -43 FOR PLANT DETAILS 2) REFER TO SHEET 44 FOR PLANT ABBREVIATION NAMES, SIZES, AND TOTAL QUANTITIES 3) REFER TO SHEET 45 FOR TREE LOCATION CHART AA�SHRUB 000 SPECES PLANT OTT. TREE SPECIES TREE LOCATION NUMBER 7-2-14 Free, NwRTexas Rewereccping im F-2144 CONSTRUCTION NOTES N1XAC wALUIalt IUCIN Es mwcix6Fs.FF.R A crr a+ow MFTREPouowlNOATiEn aHOURSPwoaro WA atIWORTISWATER cert.P1P1D OPmATION9 a Ew� ALLOTHERPACRINEx pen= HORIZONTAL & VERTICAL CONTROL INTERNAL, FR. CITY PROMO' IOW? TPwPROJECT 'WM A'O. TTAL JRJLL,AI CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 DESIGNED; NH DRAWN: MLM PLANTING PLAN STA. 143+00 TO 152+00 gIAIL 512E DATEt 1,20' 10/07/2013 SHEET 124 OF 152 Lil CGY `F .'.'.s' Cbti' �eLY' '� VJr cTS' 'Rl`1N' FtjP FiT Rli' ROSEDALE ST enteet Fen Peon 2,020 out. . An el, 20. PM use, re. SA. n�kA�uroenve�i-u�->rsio,nua.vnt 156 esmeon osome F; temsm. 0 10' 20' 40' SCALE IN FEET REVISIONS DWRPRON 11 55 ADDENDUM *1 131A1 FREESE r�'iNICHOLS 4055 Intemetlenel Plaza, Suite 200 Fort Worth, Texas 7610,4295 Phone - Ell 735J300 Fa%-(81 )7 5-2491 Web• www.lreesecom LEGEND + J LARGE SHADE TREE t../ MULTI -TRUNK TREE STAMPED CONCRETE SHRUBS, ORNAMENTAL GRASSES, GROUNDCOVER DENOTES CONCRETE LANDSCAPE EDGE SOLID SOD NOTE. REFER TO PLANT LIST, SHEET SOME FOR PLANT DESCRIPTIONS, DETAILS AND TREE LOCATION REFERENCE TABLE 107702/14 AAA —SHRUB 000 SPECIES PLANT OTT. Frees',M Nichola.lnc. Te,.F Re9blerae F,gNeeeen9 Frae F-zlaa CONSTRUCTION NOTES TREE SPECIES TREE LOCATION NUMBER Nora RTc writ a POTEixnnw�`treAu aA e"Ciro'F, Ine CONTRACTOR RAC RRSexcAvATINO AT EAHxi MACC THEFOLLOWmcAT A2Tet HOURSPuRro n 10 e3]II . F1zlnoreRAnox3LEPtiONE ALL ORAIWACILITIES fei'�i9iaw MEOTTUC 1`-mu-'n c�Tess�'F1°F HORIZONTAL & VERTICAL CONTROL INTERNALk FILE, CT/- PROJECT kepi.} TPW PROJECT ppWW .7.0000 MAPECONO. Mt 781,K4M Q 57 m h CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION Fy U ROSEDALE ENHANCEMENT IH-35W TO US-287 PLANTING PLAN STA. 152+00 TO END DESIGNEO0 HH F 0L SIZE I DATEr SHEET 0 DRAWN' ULU I 1"•20' 1 10/07/2013 125 OF 152 KI RIP -RAP (SEE CIVIL SHEETS) GABION (SEE CIVIL SHEETS) ROSEDALE ST. FO 4 PP 3 PP PP 3 STA. 118*80 BIO-SWALE PLANTING PLAN SIDEWALK GABION (SEE CIVIL SHEETS) XiLRt(P-RAP SEE CIVIL SHEETS) ROSEDALE ST. PP PP 3 STA. 124*90 BIO-SWALE PLANTING PLAN (SHRUBS/GRASSES/60RRS IPIANT SYMBOL OUANTIIY SIZE 1767 4" POT MINIMUM PP 0 60 CROP FO Q 36 M3 GLASS MIMUM Be 0 28 M3 CLAMSS INIMU 55 0 I 35 Micas TURF GRASS 385 sf NOTES: ALL SIZES SHOWN FOR ALL PLANTS (SUCH AS CALIPER, CONTAINER SIZE, SPREAD, HEIGHT, ETC.) ARE MINIMUM REQUIRED SIZES. A CONTAINER SIZE LARGER THAN THE MINIMUM SIZECONTAINER INDICATED IN THE PLANT LIST MAY BE NECESSARY TO PROVIDE THE MINIMUM HEIGHT INDICATED. A BB 3 } COMMON NAME EASTERN WOODLAND SEDGE PINK EVENING PRIMROSE FALL OBEDIENT PLANT BUSHY BLUESTEM SCARLET SAGE 'COMMON BERMUDA 9" CONCRETE LANDSCAPE EDGE (SEE SHEET 43 FOR DETAIL) 9" CONCRETE LANDSCAPE EDGE (SEE SHEET 43 FOR DETAIL) SCIENTIFIC NAME CAREX BLANDA OENOTHERA SPECIOSA SIDEWALK 1 CABION (SEE CIVIL SHEETS), RIP -RAP (SEE CIVIL SHEETS) BB PP ROSEDALE ST. PP 3 STA. 121*50 BIO-SWALE PLANTING PLAN ROSEDALE ST. RIP -RAP (SEE CIVIL SHEETS) BB STA. 126*40 (7\ BI0-SWALE PLANTING PLAN CONDITON MINIMUM SPREAD CONTAINER CONTAINER PHYSOSTEGIA VIRGINIANA CONTAINER 24 INCHES ANDROPOGON GLOMERATUS CONTAINER 24 INCHES SALVIA COCCINEA CONTAINER 18 INCHES I CYNODON DACTYLON I SOLID 500 I MINIMUM HEIGHT 18 INCHES 18 INCHES 18 INCHES 3 BB FO 3 RIP -RAP (SEE CIVIL SHEETS) PP 2 9" CONCRETE LANDSCAPE EDGE (SEE SHEET 43 FOR DETAIL) ROSEDALE ST. GABION SEE CIVIL SHEETS) 9" CONCRETE 9" CONCRETE LANDSCAPE LANDSCAPE EDGE (SEE SHEET EDGE (SEE SHEET 43 FOR DETAIL) 43 FOR DETAIL) STA. 127*60 (Th BIO-SWALE PLANTING PLAN I' j ® BB PP 2 BB 2 PP 3 COMMENT SPACE 12" O.C. TRIANGULAR SPACING 'SPACE 12" O.C. TRIANGULAR SPACING -ULL DENSE CANOPY; MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD 1 INb A A A A REVISIONS besealFnav ADDENDUM *1 AA 000 N ICHOL rim S .55 International Plaza, SLUM 200 FOrt Worth, Texas 76209-4895 Fax n(8M (DIM � 55-7991 web -www.freese.00m SHRUB SPECIES PLANT QTY. NOTE 115EE CIVIL SHEETS FOR BIO-SWALE SECTIONS AND DETAILS. 2) REFER TO SHEETS 41- 42 FOR PLANT DETAILS. CONSTRUCTION NOTES ar ELDOPERATIO" HORIZONTAL & VERTICAL CONTROL 1,0000 CITI'PRO/ECT 1400142 TPIVPROP[GT 800000 DATE n 7/02/14 I � 14 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION DESIGNED: DRAWN: ROSEDALE ENHANCEMENT IH-35W TO US-287 PLANTING PLAN UL BIOSWALB HH I SCALE IZE DATE) MLM 1"-10' 10/07/2013 SHEET 126 OF 152 EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE 15 VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOT BALL 2 INCHES HIGHER THAN SURROUNDWG FINISH GRADE DRY TAMP PLANTING SOIL MIXTURE AROUND ROOT BALL BY FOOT 50 THAT ROOT BALL DOES NOT SHIFT (DO NOT TAMP WET SOIL) EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL SET TOP OF ROOT BALL 2 INCHES HIGHER THAN SURROUNDING FINISH GRADE DRY TAMP PLANTING SOIL MIXTURE AROUND ROOT BALL BY FOOT SO THAT ROOT BALL DOES NOT SHIFT (DO NOT TAMP WET SOIL) fi CENTER OF TREE TO EDGE OF MULCH DO NOT HEAVILY PRUNE TREE. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTE LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT PRUNE THE PRIMARY LEADER. DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 3" DEPTH MULCH LAYER DIG PLANTING HOLE TWICE AS WIDE AS ROOT BALL AND FOUR INCHES (4") DEEPER N '-•T L - -H PLACE ROOT BALL ON A SIX-INCH (6") LAYER OF UNDISTURBED SOIL SHADE TREE IN TURF PLANTING DETAIL NOT TO SCALE sx 'If==fl DO NOT HEAVILY PRUNE TREE. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTE LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT PRUNE THE PRIMARY LEADER. DO NOT REMOVE THE TERMWAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. ///---3. DEPTH / MULCH LAYER DIG PLANTING HOLE TWICE AS WIDE AS ROOT BALL AND FOUR INCHES (4") DEEPER THAN ROOT BALL HEIGHT PLACE ROOT BALL ON A SIX-INCH (6") LAYER OF UNDISTURBED SOIL SHADE TREE IN TREE BED PLANTING DETAIL NOT TO SCALE TREE TRUNK PLAN VIEW ROOT BALL HOLE TREE ANCHOR (3 PER TREE) PROTECT TREE TRUNK BY PLACING /2' THICK FOAM PADDING BETWEEN TRUNK AND TREE STRAP o INCH POLYPROPYLENE FABRIC TREE STRAP CENTER OF TREE TO EDGE OF MULCH/ TREE STAKE SET BOTTOM OF EARTH ANCHOR EYE HOLE AT SOIL FINISH GRADE: LOCATE ANCHORS AS SHOWN LONG STEEL ANCHORSH STRAPS SHALL BE REMOVED AT THE END OF THE GUARANTEE PERIOD 3" DEPTH MULCH LAYER SHADE TREE IN TURF STAKING DETAIL NOT TO SCALE EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE I5 VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOT BALL 2 INCHES HIGHER THAN SURROUNDING FINISH GRADE DRY TAMP PLANTING SOIL MIXTURE AROUND ROOT BALL BY FOOT 50 THAT ROOT BALL DOES NOT SHIFT (DO NOT TAMP WET 501L) DO NOT HEAVILY PRUNE TREE. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANTS LEADERS, AND BROKEN OR DEAD BRANCHES. 00 NOT PRUNE THE PRIMARY LEADER. D0 NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAN EXTEND TO THE EDGE OF THE CROWN 3" DEPTH MULCH LAYER DIG PLANTING HOLE TWICE AS WIDE A5 ROOT BALL AND FOUR INCHES (4") DEEPER THAN ROOT BALL HEIGHT PLACE ROOT BALL ON A SIX-INCH (6") LAYER OF UNDISTURBED SOIL MULTI -TRUNK TREE IN BED PLANTING DETAIL NOT TO SCALE A A REVISIONS ADDENDUM u1 msw1Plim 07/02/14 Part W tem Texas 6109laza, Sege 20D o M1, Texaz>8309-4895 Phone- -7300 2)23S- S1 Web -nr/VW.f eese cam NOTES: 1) TREE STRAPS SHALL BE IS" POLYPROPYLENE FABRIC STRAPS, DARK GREEN COLOR: GEMPLER MODEL ATSG OR WEBBING LANDSCAPE SUPPLIES MODEL WEB500 OR EOUIVALENT, IF APPROVED BY ENGINEER. SUBMIT STRAP PRODUCT DATA AND SAMPLE TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 2) STEEL EARTH ANCHORS SHALL BE %' DIAMETER X 30 INCH LONG W/ t" DIAMETER EYE HOLE AT TOP, AND 4 INCH DIAMETER BLADE AT BOTTOM: AMERICAN EARTH ANCHORS MODEL HELIX 30-4 OR GEMPLER MODEL MTE30B OR EQUIVALENT, IF APPROVED BY ENGINEER. SUBMIT EARTH ANCHOR PRODUCT DATA AND SAMPLE TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 7.z ik Nwhols, I g Texasy b* s ReE0heeeM9 aa F-2144 CONSTRUCTION NOTES ruoovw.nons an s11 565 HORIZONTAL & VERTICAL CONTROL mrER MN FME PA PROJECT. POISCT AWM, T "MW8 (4 rn N 03 M0000 AP 0 sCorvO. nA1, Tslct,nt 3 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS Z TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 DESIGNED. HH DRAWN. MIN PLANTING DETAILS SFCNTULL SIZE NTS DATE, 10/07/2013 A A SHEET Q 127 OF 152 r4 PLAN TREE TRUNK VIEW ROOT BALL HOLE TREE ANCHOR (3 PER TREE) PROTECT TREE TRUNK BY PLACING " THICK FOAM PADDING BETWEEN TRUNK AND TREE STRAP FABRIC HTREEE POLYPROPYLENE CENTER OF TREE TO EDGE OF MULCH/ TREE STAKE SET BOTTOM OF EARTH ANCHOR EYE HOLE AT SOIL FINISH GRADE: LOCATE ANCHORS AS SHOWN ONCH DM.X 30 NG STEEL ANCHORS H TYP.1 STRAPS SHALL BE REMOVED AT THE END OF THE GUARANTEE PERIOD i1 MULTI -TRUNK TREE STAKING DETAIL NOT TO SCALE SET TOP OF ROOT BALL 2 INCHES HIGHER THAN SURROUNDING FINISH GRADE FINISH GRADE DRY TAMP PLANTING SOIL MIXTURE AROUND ROOT BALL BY FOOT 50 THAT ROOT BALL DOES NOT SHIFT (DO NOT TAMP WET 50L) CAREFULLY DIG PLANTING HOLE IN AREAS OF ROOTS OF EXISTING TREES TO REMAIN 3" DEPTH MULCH LAYER E'er='_"DIG PLANTING HOLE TWICE �� AS WIDE AS ROOT BALL AND FOUR INCHES (4") DEEPER PLACE ROOT BALL ON A SIX-INCH (6") LAYER OF UNDISTURBED SOL PREPARED CLEAN TOPSOIL MIX ( \ SHRUB / ORNAMENTAL GRASS PLANTING DETAIL NOT TO SCALE EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOT BALL 2 INCHES HIGHER THAN SURROUNDING FMISH GRADE 41I .I DRY TAMP PLANTING SOL MIXTURE AROUND ROOT BALL BY FOOT SO THAT ROOT BALL DOES NOT SHIFT (DOSOL) NOT W TAMP WET SOILI DO NOT HEAVILY PRUNE TREE.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTE LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT PRUNE THE PRIMARY LEADER.00 NOT REMOVE THE TERABNAL BUDS OF BRANCHES THAN EXTEND TO THE EDGE OF THE CROWN 3" DEPTH MULCH LAYER DIG PLANTING HOLE TWICE AS WIDE AS ROOT BALL AND FOUR INCHES (4") DEEPER THAN ROOT BALL HEIGHT L.-W= IICIi- -PLACE ROOT LATE ON A itl-�' EHi6 UNDISTURBED SOIIER OF FI FLT JllJ PREPARED CLEAN TOPSOIL MIX it MULTI -TRUNK TREE IN TURF PLANTING DETAIL NOT TO SCALE 4 05 05 A REVISIONS DESCRIPSOM ADDENDUM #1 �7FREE0LS Part WartH, Texeal761309{R95 2W Phone-(8171735-730D x - (817) 735-7491 Web -www.freese.com DATE 9G 07/02/14 �y NOTES' 11 TREE STRAPS SHALL BE Y" POLYPROPYLENE FABRIC STRAPS, DARK GREEN COLOR: GEMPLER MODEL AT5G OR WEBBING LANDSCAPE SUPPLIES MODEL WEB500 OR EQUIVALENT, IF APPROVED BY ENGINEER. SUBMIT STRAP PRODUCT DATA AND SAMPLE TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 21 STEEL EARTH ANCHORS SHALL BE I/2' DIAMETER X 30 INCH LONG W/ 1" DIAMETER EYE HOLE AT TOP, AND 4 INCH DIAMETER BLADE AT BOTTOM: AMERICAN EARTH ANCHORS MODEL HELIX 30-4 OR GEMPLER MODEL MTE308 OR EQUIVALENT,IF APPROVED BY ENGINEER. SUBMIT EARTH ANCHOR PRODUCT DATA AND SAMPLE TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 9• Texas 12441 E EnONeeehig Flnn F-2144 CONSTRUCTION NOTES x DT"TAREzwis"sr+o . RXCAVATII•q ATEACHiLAW C T1I5£OLLOxTNG ATLEAST 48 HOHhSPNORTO eP-FF.4 OPERATIONS 19 ELELTRIC SBOTELEPHONE arninffirrIES HORIZONTAL & VERTICAL CONTROL INTERNAL FILER car PROIECP.#vow TXVPROM, 600000 ALIPSC000 T/At 7a7xi.m 0 F CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS H TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION U ROSEDALE ENHANCEMENT IH-35W TO US-287 DESIGNED: HH DRAWN, LLLM PLANTING DETAILS FULLLE OATS: SCAE NTSSIZtD/OT/20t3 p SHEET O 128 OF 152 gi LIGHT BROOM FIN15N (2-*4 REBAR CEOONTINUOUS ATUALLYSPLCES) SEE IES " RADIUS TOOLED EDGE ON BOTHSI0ES OF TOP GRAVEL L0 YA ]ED CUSHION PERS G�RROINCDPLANS CON(Y2ETE TOAMATCH ElGSTWG MEDIANS PLANTING BED /1EM711"LL y�1133 .A0/ A%AL 00N0 BREAKER 71 A}PMALT BOARD CONCRETE LANDSCAPE CURB DETAIL (I) STAMPED STAINED CONCRETE MEDIAN BAND DETAIL NOT TO SCALE NOT TO SCALE 4-4 STREET CURB 1-31 MEDIAN PLANT BED TYPICAL LAYOUT NOT TO SCALE CENTER OF TREE. STAMPED STAINED SEE SHEET CONCRETE FOR TREE LOCATION MEDIAN BAND COORDINATES 9" WIDE CONCRETE LANDSCAPE CURB 1 I Nn. 41 I 4I ADDENDUM #1 %1ZA I 131 REVISIONS OFSCAPTION r7FES NICHOLS gAP/7S1 ileuns7P6ios-G4Es[�20D Pnone -(814 735-7300 Fax -MIA 735-7491 Web -www.freeze.wm u 07/02/14 CONSTRUCTION NOTES ner"AZ aMErraf rtLesul±ii ssglisiwisgamo T£ACHLOC TA IONFTHE FOLLOWING ATLFASTOHOURS PI M. DEPT-FIELO OPERATIONS HORIZONTAL & VERTICAL CONTROL (Nf£RNAL4 FLLEN TPWPROI£CP k00000 MAPSCONO. llM. ]8l. CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 PLANTING EDGE DETAILS DE51GNE0; HH DRAWN' MLM FULL LESIZE DRTEr S NTS I 10/07/20i3 DS pzU qz] 0 vS CA CA N TO 2 p W W A SHEET O 129 OF 152 N IABBREV. SYMBOL IOUANTITYI SIZE I COMMON NAME (LARGE ADE TREES CD LO SO TA BC MULTI -TRUNK TREES I SHRUBS/GRASSES MF O 504 GM O 1602 TS 176 RY 81 KR 141 r UR I 0 422 DH I O 179 TURF GRASS 22 lMNIMUNS CEDAR ELM 82 IMMIMUNS SOUTHERN LIVE OAK 55 N os0000S SHUMARD OAK 20 auwiuuxsls TEXAS ASH 11 AM5NIMUMS BALD CYPRESS PLANT LIST IBOTANICAL NAME (CONDITION I ULMUS CRASSIFOLIA QHIGH RISUERCUS EYIRGINIANA QUERCUS SHUMARDII FRAXINUS TEXENIS TAXODIUM DISTICHUM M MINIMUMS TEXAS MOUNTAIN LAUREL SOPHORA SECUNSIFLORA 37 ,}as cuss TREE YAUPON HOLLY MINIMUM 42 RAIMIMU64 MEXICAN PLUM 011F,16M POSSUMHAW HOLLY MINIMUM MEXICAN FEATHERGRASS M �}6ll8M GULF MUHLY dlMI411041 COMPACT TEXAS SAGE '@@M144760M' IRED YUCCA iN3NIMUMS !KNOCKOUT RED ROSE NMIMUMS I NEW GOLD LANTANA 40 GIMUMvss I DWARF YAUPON HOLLY MIN 135,000 sf I - COMMON BERMUDA ILEX VOMITORIA PRUNUS MEXICANA ILEX DECIDUA STIPA TENUISSIMA MUHLENBERGIA CAPILIARIS LEUCOPHYLLUM FRUTESCENS HESPERALOE PARVIFLORA ROSA 'KNOCK OUT' LANTANA X 'NEW GOLD. ILEX VOMITORIA 'NANA' COMMENTS V V V V V V V V 'V V V V MINIMUM TRUNK DIAMETER 3 INCHES: MINIMUM SPREAD FIVE CONTAINS FEET: MINIMUM HEIGHT TWELVE FEET: FULL DENSE CANOPY: STRONG CENTRAL TRUNK: NO CODOMINANT STEMS: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD. CONTAIN CONTAINE MINIMUM TRUNK DIAMETER 3 INCHES: MINIMUM SPREAD FIVE FEET: MINIMUM HEIGHT TWELVE FEET: FULL DENSE CANOPY: STRONG CENTRAL TRUNK: NO CODOMINANT STEMS: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD. MINIMUM TRUNK DIAMETER 3 INCHES: MINIMUM SPREAD FIVE FEET: MINIMUM HEIGHT TWELVE FEET: FULL DENSE CANOPY: STRONG CENTRAL TRUNK: NO CODOMINANT STEMS: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD. MINIMUM TRUNK DIAMETER 3 INCHES: MINIMUM SPREAD FIVE CONTAINS FEET: MINIMUM HEIGHT TWELVE FEET: FULL DENSE CANOPY: STRONG CENTRAL TRUNK: NO CODOMINANT STEMS: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD. CONTAINS MINIMUM TRUNK DIAMETER 3 INCHES: MINIMUM SPREAD FIVE FEET: MINIMUM HEIGHT TWELVE FEET: FULL DENSE CANOPY: STRONG CENTRAL TRUNK: NO CODOMINANT STEMS: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD, MINIMUM TRUNK DIAMETER 1.5 INCHES MINIMUM SPREAD FOUR CONTAINER MATCH ISELECTIONSHT SEVEN FOR UNFORMTHEGLL HEIGHTAND CANOPY: SPREAD MINIMUM TRUNK DIAMETER 1.5 INCHES: MINIMUM SPREAD FOUR CONTAINER FEET: MINIMUM HEIGHT SEVEN FEET: FULL DENSE CANOPY: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD MINIMUM TRUNK DIAMETER 1.5 INCHES: MINIMUM SPREAD FOUR CONTAINER FEET: MINIMUM HEIGHT SEVEN FEET: FULL DENSE CANOPY: MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD MINIMUM TRUNK DIAMETER 1.5 INCHES: MINIMUM SPREAD FOUR CONTAINER FEET: MINIMUM HEIGHT SEVEN FEET: FULL DENSE CANOPY: M L TIO Fa' i FOH HT N! SPAD CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CYN000N DACTYLON I SOLID SOD MINIMUM SPREAD 15 INCHES 15 INCHES 24 INCHES 24 INCHES 24 INCHES 18 INCHES 18 INCHES ALL E 814 S ALI' THE E' IZ SP• A0, EI C.7 'E"EOa A- 0 IN LARGER THAN THE MINIMUM SIZECONTAINER INDICATE0 IN THE PLANT LIST MAY BE NECESSARY TO PROVIDE THE MINIMUM HEIGHT IN01CATE0. ,ort Worth Vole: Jut. VI. 2019 - WA Use, in. Hle: il,LAwranmgra-mi-at-scneoteht MINIMUM HEIGHT 15 INCHES 15 INCHES 24 INCHES 18 INCHES 18 INCHES 15 INCHES 15 INCHES FULL DENSE CANOPY; MATCH SELECTIONS FOR UNIFORM HEIGHT AND SPREAD A A A REVISIONS OEN:RPM ADDENDUM #1 riMiNICHOLS 40SS Internatbnal Plaza, Suite 200 Fort Worth, Texas 76109-4895 Phone -(81S 735-7300 Fax - (817) 73S-7491 Web -www.freese.com CONSTRUCTION NOTES VORIN WATER DEPT-FIELD OPERATIONS RC8tncr EL RIC T8co°r re¢AFI. ALL 0 HORIZONTAL & VERTICAL CONTROL INTERNAL, Ek CITY PROJECT M00t43 TPIVPROJECT kOOnOJ DATE 07/02/14 N APS LAPSCON0. nM, 2L,.0.L,M 0 v1 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS z TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION U z66 ROSEDALE ENHANCEMENT IH-35W TO US-287 PLANT LIST DESIGNED: HH SGRLE I2E DATE: SHEET DRAWN: MLM NTS 10/07/2013 130 OF 152 p/ TREE LOCATION REFERENCE TABLE STATION OFFSET `.'NO. STATION OFFSET ENO, STATION OFFSET N o.- STATION OFFSET 310. _. STATION OFFSET STATION OFFSET �- NO9. STATION OFFSET '_14 STATION 001 102+66.94 65'LT 116+31 95 087 11.32.96 67'RT 130 123+57.86 71'RT 173 131+32.05 65'RT 216 144+4233 100'LT 259 146 2067 80LT 3D2 149+32.63 002 103+28.04 62. LT 045 116+54.41 78' LT 068 119+42.51 76'RT 131 1 123+69.47 66'0T 174 131+28,40 103'67 I 217 144+53.63 1 95 LT 260 145427.34 98'LT 303 149192,79 003 103+89,97 56'IT 046 115+63.87 71'LT 1 089 119+66.57 790T 132 1 124+10.04 84'1+T 175 131+38.69 1 93'RT 218 144+95.85 1 325+1 261 149+71.11 97'LT 304 150+5296 004 104+51.94 53'LT 047 I 115+73.67 69'LT 090 119+59.16 1 65'4T 1 133 1 124+1267 896T 376 131+45.20 901T 219 1 145W8.23 .3. LT 262 149+81.07 93'LT 305 151+19.66 005 105+14.38 49'1T 1 048 N/A N/A 091 113+6672 1 61'3T 1 134 129+25.27 84'RT 177 1 131+45.59 1 SO' RT 220 1 145+16.46 67 LT 2+3 150+13.29 885+1 306 151+77.06 006 103+55.93 82'3T 1 049 114+44 27 1 40'LT 1 092 1 119+73.74 66' RT 1 135 124H2.55 60'RT lle 1 131+0.64 70'RT 221 1 14.0111 99LT 264 150+27.69 82'1T 307 152+63.31 007 1 104+1187 6561 1 050 N/A 5/2 1 093 1 120+95.30 72' RT 1 136 124+63.66 79'RT 179 131+54.39 64' RT 1 222 146+0849 96 LT 265 150+41.96 88'LT 308 152+.85 003 104+77.15 63'RT 051 112+26.88 3'LT 094 120+13.53 21'41 137 124+62.28 69RT 180 132+16.93 62" RT 223 146+16.48 37 LT 241 150+93.35 103'LT 309 153+14.27 009 105+82.77 59'9T 052 1 112+86.91 3'RT 095 120+20.27 70'47 138 124+73.71 82'RT 181 132+79.9+ 63'R1 224 146+24.12 96'LT 267 .1+08.63 981T 310 153+1878 010 106+79.33 47'LT 053 112+0076 444T 096 120+26,37 65'RT 1 139 124+62.34 86'RT 182 1 134+37,33 63'LT 1 225 145+31.66 3967 268 151+57.43 1 93'LT 1 311 1 153+22,61 011 107+22.61 62'LT 059 112+4616 67 RT 097 120.3.91 67'3T 140 125+49.82 67' LT 183 134+94.89 64'LT 1 226 146+75 26 8915 268 151+64.46 1 99LT 312 1 155+53.62 012 1 106+66.38 67'RT 055 112+5622 1 44' RT 098 120+2372 794T 141 127+10.92 67' LT 184 136227.70 66' LT 1 227 146+79.54 96' IT 270 151+70.29 1 92'LT 313 1 153.859 013 106+99.59 47 RT 056 1 112+66.32 1 47 RT O. N/A N/A 1 142 127+70.92 67 LT 185 136+90A3 65'LT 118 146034.2G 89 LT 271 151*42.94 1 93'LT 314 153f�55 014 30)+3).74 6/'RT OSJ 1 113MB.16 1 6751* 12 300 3+24.65 66'LT 1 143 125+20.99 1'RT 166 137+53.16 65'LT 229 149+06.52 71'LT 1 272 151+75.81 98'LT 315 164+31.75 015 107+5553 644T 058 1 113+68.16 674T 101 121+40.755 40'LT 1 144 125+8100 3'LT ]8) ]38+15.8] 65'LT 230 144+34.88 81'1T 1 273 147+58.38 66'LT 316 154+Q510 016 1 107+52.41 76' RT 059 114+28.16 67 RT 101 5/0 5/3 1 145 125+49,91 70.3T 188 134+06,66 63'RT 231 144+36 54 69 LT 1 274 147+65.88 1 63'LT 317 154+47.71 017 1 107+6021 75'0T GW 114+88.03 1 67'RT 103 122+13.50 65'LT 146 125+64148 60'RT 129 134+69.06 1 62' RT 1 232 144+69.01 77 LT 275 147+86,10 95LT 318 1 154+62.11 038 108+8664 67'LT 061 1 115+48 16 67'RT 104 123+47.52 69'LT 147 325+84,89 70'RT 190 135+31.51 66' RT 1 233 144+)656 69'LT 276 148+1051 63'LT 319 154+77.27 019 309+4296 6]'LT 062 I3]+09.00 fi6'LT 105 12gw0.W 69'LT 148 126+05.32 66'RT 191 136+2fi.24 65'RT 1 234 145+05.66 63'LT 277 148+19.79 7917 320 152+10.36 020 1 110+10.35 67 LT D63 N/A N/A 106 124+89.82 67 LT 149 126+11.07 72. RT 192 136+76.61 69 FIT 1 235 105+19.22 67 LT 1 278 148+34.38 71'LT 321 152+2821 021 1 11.72.74 67' LT 064 117+33,20 66'LT 107 124+0129 3'RT 150 126+18,25 68RT 193 137+40.95 67 6T 236 145+99.68 82 LT 279 142+47.69 81'LT 322 152+49.49 022 1 ill+3405 6J'lT 065 118+01.77 40 LT 108 129+6L36 2LT 151 126+61.7I 71'6T 190 137+9836 1 65' RT 237 195+60.26 75'11 280 148+59.16 _ 76'LT 323 152+62.23 023 1 111+92.48 70'LT O.6/0 5/4 109 120+69.27 69'RT 152 1 126.2.12. 66'RT 195 138+78.58 1 65'LT 1 238 195+9065 76'LT 261 149+16.63 81'LT 324 052+6659 024 111+6690 3'RT 067 118+8220 65'LT 110 120+59.55 GO' RT 1 153 1 127+14,80 69'RT 196 139+4129 65'LT 1 239 14E+02.14 7017 282 149+19.50 73'LT 325 352+8885 025 109+46.39 44'RT 068 120+48.03 65'LT 1 111 1 120+79.29 59'RT 154 127+30.00 74'3T 197 1400400 65'LT 240 146+03.51 67'LT 283 149+40.74 _ 73'LT 326 163+04.64 026 1 109+56.82 47 RT 069 119+76.09 3' RT 1 112 1 121+0179 70'RT 155 127+45.99 70'0T 1 196 140+6670 65' LT 241 146+33.89 691T 1 284 149+52.37 79 LT 327 153+20.35 027 111+9003 47 RT 070 116+84,37 64'RT 1 113 1 121+25.05 70'RT 156 1 122+58.54 66' RT 1 199 141+29.41 65 LT 242 146+74,08 69LT 1 235 149+54.25 66'LT 328 153+3248 0213 108+76.77 73'RT +71 116+9953 69'RT 1 114 121+3621 79'3T 1 157 1 127+54.34 79' RT 1 200 139+23.30 1 3' LT 243 146+90.01 72' LT 1 226 193+65,77 66'LT 329 153+4385 O. 108+79.35 80 RT D72 117+08.84 60'63 115 121+56.52 83'RT 158 1 128+2458 69'RT 1 201 139+83.02 3'RT 1 244 147+05.69 67 LT 1 287 149+90,27 65'LT 330 153+72.53 030 102+22.98 743T 073 117+22.88 64'RT 116 121+64.10 85'37 159 1 128+3159 67'RT 202 140+43.26 3'LT 1 245 147+27.21 94'LT 288 15D+16.32 61'LT 331 163+W.10 033 1 106+96.26 67' RT 074 117+33.59 69'RT 117 121NL10 84'RT 1 160 128+30,,39 76' RT N3 141+03.42 - 3'RT 246 147+41.90 801+ 289 150+23 +0 62'LT 332 153+8).75 032 1 303+54.02 67 RT 075 117+5).77 66'RT 1. ]21+89.62 82'RT 1 161 128+61.36 W'RT 204 343+63.37 3'LT 247 147+50.24 1 63'LT 290 150+30.96 61'LT 333 154+12,20 033 1 110+11.82 67' RT 076 117+66.22 69RT 119 121+96,92 8967 1 162 128+80.66 60'3T 1 205 142+23.59 3'RT 248 144+44,79 1 3'LT 291 154+38.44 76. LT 330 154+58,62 034 110+69.59 67' RT 077 117+74.80 66'RT 120 122404.38 83'3T 163 128+68.54 74'RT 1 206 138+55.86 65'RT 1 249 145+00.64 1 3'RT 292 150+7809 1 66' LT 335 152+33.44 5 1 111+2615 67' RT 078 117+85,71 700'3T 1 121 122+11.86 85'RT 164 1 128+83,34 69' RT 1 207 139+13.3] 65'+T 250 145+3653 fi0'RT 293 15pH3.93 ]1'LT 336 152+8].01 036 111+8817 67 RT 079 118+24.00 67' RT 1 112 122+35.56 67'RT 1 165 1 129+76,78 601T 1 0+8 139+20.33 1 69'RT 251 1454+0,80 3' LT 294 151+99.59 1 67LT 337 1 153+33,51 62' RT 037 112+71.12 72'LT 020 1 116+40 27 69'RT 123 122+45.44 73'3T 1 166 1 139+34.36 63'LT 209 140+27,07 1 63'RT 252 145+98,70 1 64'RT 295 151+17,42 1 75'LT 336 I 153+9667 62'RT 038 112+83.22 68'17 D81 1 118+47.34 80 RT 124 122+54.82 66' RT 167 1 130+91.34 63'LT 210 143+76.01 1 68'LT 1 253 146+58.27 1 64'RT 296 151+42.34 1 6J'LT 339 1 154M696 63'RT 039 113+08,38 69' LT 082 1 118+56.10 71'6T 1 126 122+76.33 695T 168 1 131+49.51 63'LT 1 211 143+77,79 20'LT 1 254 147+19.03 64'RT _ 237 151+53,96 62'LT 1 040 1 113+16,34 71'LT O. 1 118+7489 81'RT 1 126 122+99,56 67 RT 169 132+64.65 64' LT 212 143+84.46 92' LT 1 255 147.0.26 18+LT 298 151+83.66 65LT 1 .1 113+21,29 75'LT 084 118+82,94 82'RT 127 123+0733 75'3T 1 1.133+79.76 63'LT 213 14440011 1 101'LT 256 147+87.36 103'LT 299 151+97.27 7'; LT I 042 113+49.19 65'LT 085 118+90,76 82'3T 128 1 123+20.16 69'RT 1 171 131+17.53 103'RT 214 144+16.99 1 99' LT 257 148+63.26 8915 300 147+75.20 64' RT 093 1 114+25.25 1 66'LT 086 119+10.71 83'RT 1 125 1 123+33.50 74'3T 1 171 1 131+25 09 84'RT 1 215 144+27.91 1 92'1T 258 148+61.56 92'LT 301 14.-39.37 64'RT A A A Whop Fort worth F TOO,. outer For. or, Fur OFFSET 62. RT 62. RT 62. RT 62'RT 62' RT 73'LT 98' LT 94LT 94' LIT ;111111L 101' LT 91'LT 88' LT 92'LT 61'LT 70'LT 86'LT 79'LT 79 LT GS'LT 68'LT 69 LT 66' LT W'LT 65' LT 71'LT REVISIONS ADDENDUM 41 r7 FREESE S 0055Wortly Tlexa5l Nam,d995 00 F6o0e-(8171735J300 Web ax 81www) �fireese.com Texas Re915fe+e0 EF9heeetlig F F-2144 CONSTRUCTION NOTES 69LT ' --aorauttumawargagemank. 61'Lr FOLLOWING AT EAST 45A0ORSPAIDITO 76' LT AS&T�mGATEACA LOGT101.. 61'LT EPI.FIPLDDPFSATIONS �g811-g P� 63'LT 61'LT 65 LT C8ART6Rtt1MM e1T ios�4_>_1.7 69 LT RT HORIZONTAL & VERTICAL CONTROL INTERNAL FILEk CR+'700J PROM, M 0001140 300 0 0NO. J2M, 78J4,1,111 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35 W TO US-287 TREE LOCATION COORDINATE TABLE DESIGNED. NH DRAWN: RLM SCALE 12E DATE' SHEET 10/07/2013 131 OF 15 > STEEL TRASH RECEPTACLE - SEE NOTES FOR MFGR. > MODEL,AND COLOR. OUTER EDGE OF BENCH STAINLESS STEEL ANCHORS (TACK WELDED, CONCRETE BASE • MIN. 2'-2' MAX. 2'-6• 1 II Fl_I I 1'J II I JIt OUTER EDGE OF TRASH RECEPTACLE CONCRETE �BRSE STAINLESS STEEL ANCHORS (TACK ELOEO) n TRASH RECEPTACLE DETAIL NOT TO SCALE •7� . i- I 7 •- Ij LEI 1 fi 11�11-u 111 IIL�Il I-�3 T --II IE31�111II E3I- RII—IIFFIHI r-II HI I— �I —1 -J1 —I —1 I III—III�I,-1I (21 OM, !Dr( 11101111 ir113 E0. BENCH DETAIL NOT TO SCALE ES. STEEL BENCH - SEE NOTES FOR MFGR. MODEL. AND COLOR. MIN. 2'3'-6' MAX. -0° 2'-B• 331 3. 0.0. TUBULAR STEEL PIPE (1 �1 - 5/16' TUBULAR SOLIB STEEL RING WELDS RR GROUND SMOOTH AND POLISHED BEFORE FINISH IS APPLIED / HORS STAINLESS STEEL / ' ANC4 PER ftNCWTACK HOHS WELDED, 1.1 —1.1-1 BIKE RACK DETAIL NOT TO SCALE MOUNTING PLATE 4-5/8' OIA. HOLE SPACING 5/B. O.O. ANCHOR BOLT HOLE OUTER EDGE OF BENCH L�IL EyI— til III-311�II�'fl�� STEEL BENCH - SEE NOTES FOR MFGR, MOOEL.AND COLOR. CONCRETE BASE STAINLESS STEEL ANCHORS (TACK WELDED) NOTES: I. ALL SITE FURNISHINGS SHALL BE FROM A SINGLE MANUFACTURER FOR CONTINUITY OF PRODUCT FINISH, OUALITY,AND WARRANTY/MAINTENANCE. COLOR AND FINISH FOR ALL SITE FURNISHINGS SHALL BE BLACK POWDER COAT. SITE FURNISHING MANUFACTURER SHALL BE: VICTOR STANLEY. INC. SUBMIT SITE FURNISHINGS PRODUCT DATA AND COLOR SAMPLES TO ENGINEER FOR APPROVAL PRIOR TO ORDER AND INSTALLATION. BENCH: VICTOR STANLEY,INC., STEELSITES RB SERIES, MODEL RB-28 TRASH RECEPTACLE: VICTOR STANLEY, INC.,T SERIES, MODEL T-32 BIKE RACK: VICTOR STANLEY, INC., CYCLE SENTRY SERIES, MODEL 8R5S-103 2.ALL BENCHES AND TRASH RECEPTACLES SHALL BE SECURED TO CONCRETE SIDEWALK WITH EPDXY -EMBEDDED STAINLESS STEEL ANCHOR BOLTS AT A MIN. OF 4°INTO THE CONCRETE SL53 (MIN.OF FOUR PER FURNISHING.) 3. CONTRACTOR SHALL VERIFY INITIAL FLFCEMENT OF EACH TYPE OF SITE FURNISHING (BENCH, TRASH RECEPTACLE, RIKE RACK/ON SITE WITH LANDSCAPE ARCHITECT PRIOR TO DRILLING OF ANCHOR BOLT HOLES AND INSTALLATION OF INITIAL SITE FURNISHING. - INITIAL INSTALLATION,ONCE APPROVED IN WRITING BY LANDSCAPE ARCHITECT, SHALL BE CONSIDERED MOCK-UP FOR REFERENCE FOR SUBSEOUENT INSTALLED FURNISHINGS. 4. LOCATIONS FOR PLACEMENT OF SIXTEEN (16)BENC065. 51XTEEN (16) TRASH RECEPTACLES,ANO TWO (2)BIKE RACKS SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. REVISIONS ADDENDUM #1 r= NICHOLS floss inte a 1—' Plaza. sotte zoo F Phone - N2)7sS z6009-4B95 Fox -ISM 72S--T491 00 Web-www.freese.com 7.2. (4- Tews Reg�slaretl E d sM% 0 i Firm F@144 CONSTRUCTION NOTES n mFfrd DATE 07/02/14 ilaRnhethel,p1MAILLMERFSITIE FOLLOWING NE LEASSAP HOLM PRIOR. User-ew DOPEPATIONs 1 } AlTrES 63 HORIZONTAL & VERTICAL CONTROL INTERNAL II ILEA CITYPROJECT,MN42 TPWPROTECT k00000 MAPS. NO. 2 078000 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ROSEDALE ENHANCEMENT IH-35W TO US-287 SITE FURNISHINGS DA� DETAILS DESIGNED. NM 9CAE,RE OATEt DRAWN 608 NTS 10/00/2013 SHEET 132 OF 152 16 F`B 1 9 } EXISTING MISSOURI SVC PT } CI RCUIT DIRECTORY } 1 NO. DESCRIPTION AMP I POLE } B1 EXISTING MAIN 100 I 2 .9 } B2 EXISTI NG CONTROL 15 1 ` 83 EXISTING LIGHTS "A" 20 2 I. a B4 I NEW PEDESTRIAN LIGHTS 20 I 2 ) 1 } EXISTING 240V/480 1-PHASE 3W 100A MCB. } PROVIDE CIRCUIT BREAKER FOR NEW PEDESTRIAN LIGHT CIRCUIT. VWV 105+78 105+43 L73.67 104+32 L74.11 105+40 L75.81`, 105+02 L55.30 -EOC VD•2.04X 104. oo - ROSEDALE STREET A105.o0 103+46 R2.30 104+43 R59.54 104+33 R57.00 103+66 R62.72 NOTES BY SYMBOL "O"l 1. MAKE NO IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 2. INSTALL TRAFFIC RATED GROUND BOX RECESSED INTO PAVEMENT. RUN CONDUCTOR AND CONDUIT FROM GROUND BOX TO RELOCATED LIGHT ASSEMBLY. -i 1 1 104+91 R8.45 Y 105+68 R58.46 105+38 R56.93 104+66 R59.25 3. INSTALL POLE BASE FOUNDATION. INSTALL NEW ROADWAY POLE AND FOUNDATION TYPE B. 4. REMOVE EXISTING POLE BASE, POLE, ARMS AND FIXTURES AND STOCKPILE ON SITE. 105+01 R55.02 105+79 L87.92 GB ,G \ 106+31 L59.19 108+27 L5.53 105+72 R55.47 GB 105+95 R86.74 QUANTITIES DESCRIPTION POLE TYPE A11/20 (10'-10') TYPE A FOUNDATION TYPE 1(PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPE A ROADWAY POLE TYPE B WITH EXISTING PIER FOUNDATION TYPE 5 (ROADWAY) LUMINAIRE ROADWAY TYPE B GROUND BOXES W/ CONCRETE APRON 06+33 R69.99 QUANTITY 8 8 8 1 1 2 6 I PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. \ jT)-0 A 0 • KGB KGB v V V V V V V- r - V VN.,1 106+33 L5.96 106+52 R6.51 O 106+34 R74 08 O EXISTING MISSOURI < PO1 TCE < 0 10' 20' 40'< HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID A A A ADDENDUM NOTES. REVISIONS FREESE 'NICNOLS 4055 International Plaza, suite 200 Fort Worth, Texas 26109-4695 Phone - (817) 735-2300 Fax - (812) 735-7401 Web-www.Treese.cam DAIS 7/7/14 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH 36 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE BO PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. CONSTRUCTION NOTES " vnUcnmes-fin�visloMwi�"sc b., t1Rvw.14,,mbneatragsbaxnreribrOLLOWING arLSnsra3HOURS MORN Nbei 15004751011 RD£PT.Pre1D0t9aar101. ,•^•,••,� ALLOIHERFAACCMIITES HORIZONTAL & VERTICAL CONTROL { INTERNAL # CTIYPROJECT #00142 TPNPROIECT #00000 X-0000 APSCONO 17M,78.1,K,L,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROTECT DIVISION DESIGNED DRAWN EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN BEGINNING TO STA. 107+00 LJM SFCLRLESIZE DATE BJB 6-4-2014 E-1 SHEET 99 OF 152 07+03 L59.35 0 0 0 LLI J 107+37 L5.55 U Q terrnei 107+82 L77.83 107+26 L71.43 4P110 107+17 R59.03 GB -r---=__768iOd__ II 106+19 L82.87 107+76 R61.41 107+84 R67.80 A NOTES BY SYMBOL "O 108+78 L59.07 109+12 L62.21 - " 109+32 L62.42 109+50 L59.44 P12 L 8 G3 g.00 ROSEDALE STREET 108+75 R60.54, 08+70 R80.64 1. MAKE NO IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 110+01 R58.97 109+34 R58.95 WV V-"/VVVVVVVV VVVVVV VV VVWY -- 111+17 L62.33 -"110+99 L62.34 111+44 L62.24 110+86 L59.18 110+23 L59.18 (P14)\ 109+91 95,26 111+09.R5.96 QUANTITIES DESCRIPTION POLE TYP E A11/20 (10'-10") TYPE A FOUNDATION TYPE 1 (PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPEA ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAYTYPE B GROUND BOXES W/ CONCRETE APRON QUANTITY 10 10 10 4 PEDESTRIAN TYPE A SEE E-21 8 8 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. -"--- 111+37 R58.98 N 0 10' 20' 40' 0+69 R59.02 HORIZONTAL SCALE LEGEND 1 _ 1 STREET LIGHT POLE TYPE B T � BB AND 2 LUMINAIRES TYPE B h A • • GB DG8 ADDENDUM { NOTES REVISIONS ocscalPeox 1 §NICHOLS 4055 International Plaza, Suite 200 Fort Worth, Texas 76100-4895 Phone -(817)735-7300 Fax -(817)735-7401 Web- W W W.freese.com 7/7/14 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND < OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTHI 36 INCHES BELOW TOP OF CURB < ELEVATION. { 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS { AS REQU)RED. { 4. CONDUCTORS MINIMUM OF 18"LABOVE IGHT OFINISHED GRADED.TERMINATEDLES SHALL BE A < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ { OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM { OF 30" BACK OF CURB. { { { < EssD Har7D. Tee VITIACTORBHALL CONTACFTHE FOLLOWING WING AT MAST 611HOORS PRIOR TO { 1 { DRAWN' Da e-4-2014 EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR MIJLTATE• CONSTRUCTION NOTES os EeRcv P" ONCR E HNG 'T. ENDER Aii"GTii+Rea°ewcilrru:s FIELO OPERATIONS Ie1 laeotf°°ic T11 "s' HORIZONTAL & VERTICAL CONTROL ET INTERNAL FILE CITY PROJECT 000141 SPIV PROJECT #0 000 K-0000 MAPSCOIVO 7774 710A-47 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 STREET CONDUCTOR RUN ID ILLUMINATION PLAN PEDESTRIAN CONDUCTOR RUN ID STA. 107+00 TO STA. 111+50 DESIGNED, UM SCALLLESIZE DATE. E-2 SHEET 100 OF 152 EAST RO:EDALE STREET 111+63 L62.20 0 tarPrIn vvvvvvvvv 112+47 L69.63 112+59 L66.82 112+06 L69.55 111+66 L59.24 112+07 R59.19 113+20 L5.15 112+11 R1.40 112+77 R59.08 113+25' L86.74 4 113+95 L86.74 114+28 L5.23 ROSEDALE STREET 113+47 R59.09 P25 114+65 L86.75 114+17 R59.15 QUANTITIES DESCRIPTION POLE TYPE A11/20 (10'-10') TYPE A 'FOUNDATION TYPE 1(PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPE A ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAY TYPE B GROUND BOXES W/ CONCRETE APRON 115+35 L86.76 115+65 L5.36 114+87 R59.14 QUANTITY 12 12 12 4 8 3 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 115+57 R59.13 115+97 R67.24 0 10' 20' 40' HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID nxo p 44}}r p p 3 p { 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. ADDENDUM REVISIONS DESCRIPTION { �7EES %NICHOLS 4055 International Plaza, Suite 200 Fort Worth, Texas 76109-4895 { Phone - (217) 735-7300 { Fax - (317)735-7401 Web - www.freese.com NOTES DATE 7/7/14 { 2. CONDUIT DEPTH: 36 INCHES BELOW TOP OF CURB { ELEVATION. { 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS { AS REQUIRED. { 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED, < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ { OF ONCOR ELECTRIC AT 817-215-6688. 8. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM < OF 30" BACK OF CURB. CONSTRUCTION NOTES NO ExL}Tu ENEl#wF7 o"E"oo ▪ T▪ HEAVATING COOMRACTORSSAT HA wITIcr THE FGcwwmGAiLEAST 98 HOURS PRIOR TO ATM' 1.886878-8711 e37.FR3.D OPERATIONS miens TV, ELECTRIC HORIZONTAL & VERTICAL CONTROL { { w A"F { CITY J1'PRO/ECJ ,M014.2 V TPIVPROJECJ XOLb8O K-WW MAPSCONO 77M, 7811C,L,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 111+50 TO STA. 116+00 E-3 DESIGNED: UM SCPLE512 I DATE: SHEET DRAWN: BJB 6-4-2014 101 OF 152 F3 6+17 L7 .59 116+53 L77.60 O O 19 W Z J NO. 131 B2 B3 B4 NEW YORK SERVICE POINT z 116+03 R77.31 -EOC VD-1.5X NEW YORK SVC PT CI RCUIT DIRECTORY DESCRIPTION MAIN (CONTROL PEDESTRIAN LIGHTS IP LIGHTS NEW 120V/240 1-PHASE 3W 100A MCB. SEE DETAIL ON E-20. 18+66 L73.60 116+63 R72.85 AMP POLE 100 2 15 1 20 2 1 20 2 1 17+35 L86.75 117+00 R5.49 118+05 L86.75 11:+75 L86.7 118i„ ROSEDALE STREET _11s=00 116+08 R5.91 (P124)1 _- (P125 -- - IN EOC VD-2.9X 117+32 R59.04 NOTES BY SYMBOL "0 19+59 L69.69 _O - GB 119+47 L66.66 118+02 R59.12 (118+72 R59.15 1. MAKE N0 IMPROVEMENTS TO THIS LIGHT ASSEMBLY. QUANTITIES DESCRIPTION POLE TYPE A11/20 (10'-10") TYPE A FOUNDATION TYPE 1 (PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPE A ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAY TYPE B GROUND BOXES W/ CONCRETE APRON PAD MOUNT CONTACTOR 119+17 R5.61 119+96 L69.65 P37 .36 120+09 L67.13 120+24 L5.68 120+25 R59.10 19+42 R59.17 QUANTITY' 12 12 12 4 8 4 1 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. T B {1 +A CD ®GB KGB -B- ED (s1) (P1) 0 10' 20' 40'`A HORIZONTAL SCALE 2I LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINA/RE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX • • GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE OPEN CUT) 6 2" PVC SCH 80 6-6-6 TRIPLEX < ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID REVISIONS DESCRIPTION ADDENDUM �• �NICHOLS 055 International Plaza, Suite 200 Fort Worth, Texas 76109-9895 Phone- (617)735-7300 Fax -0317)735-7491 Web - www.freese.Com OAIE 7/7/14 ae NOTES. 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH: 38 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. MMULTATEC`N" CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT Ali EXISTING TREES. F 6NsRETAINING WALLS AND SIAUCTURES UNLESS , Fin0 TINOATSACHHLSCAG c7 FOLLOWING ATLEAST H0UR5 PRIOR TO Of:Tenant wY AMMO" TwsansPT. F>s<.n OPERATIONS COMM ONCOR OAS 9 EleCrtur MUER u Ao C6.TTE5 HORIZONTAL & VERTICAL CONTROL INTERNAL# FLLEx CITY PROJECT #00142 TPWPROIHCT #IXIOW MAPSCONO 77M, 783J47,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET 1-35 TO US-287 ILLUMINATION PLAN STA. 116+00 TO STA. 120+50 DESIGNED' UM SCALE IZE DRAWN, BJB E-4 DATE, SHEET 6-4-2014 102 OF 152 EAST ROf EDALE STREET > > • > WVVVYVVY VVV V'V'VYV' V-Y V V-VYhh 120+76 L86.75 121+46 L86.76 122+16 L86.76 GED CD 0 121+33 L5.90 Q 1- OO W Z_ J 0 1- Q P128 120+95 R59.06 P129 121+65 R59.10 A =�A CID CD c 122+83 L66.63 122+47 L5.35 112 ROSEDALE STREET 122+35 R59.14 122+90 L69.66 co P42 -a-B,- (P43)' i23+DO 123+36 L69.67 B 123+40 L63.19 124+10 L63.61 P44 123+61 L1.66 123+05 R59.17 123+75 R59.21 QUANTITIES DESCRIPTION POLE TYPE A11/20 (10'-10") TYPE A FOUNDATION TYPE 1(PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPEA ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAY TYPE B GROUND BOXES W/ CONCRETE APRON QUANTITY 13 13 13 4 PEDESTRIAN TYPE A SEE E-21 8 5 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 124.18 L69.53 CD u e GB co 124+50 L69.17 124+80 L58.89 ir10,3 a u ,GB_ A 0 0 < 1 124+56 L5.52 Q { 124+84 R62.27 124+68 R59.22 0 Z_ J 0 GB 0 10' 20' 40', HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON A REVISIONS ADDENDUM r1m. %NICHOLS 40551nternatIonaI Plaza, Suite 200 Fort Worth, Texas 76109-4895 Phone - (817) 735-7300 Fax (917) 735J491 Web N.freese.com DATE 7/7/14 NOTES' 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH. 36 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-668B. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. CONSTRUCTION NOTES NOTEZIMCMILL,PRVieff4.1 Male Sp -A.,,,,,„„ c nrenc"Hiogel6 r FOLLOWING OLLOWNGATLHAST4axOlmsPwoxTO ATATFOR eane ciEC C MK TELEPHONE ALL OTHER FACILMES _-OWL000PP IONS J HORIZONTAL & VERTICAL CONTROL ", BRERNAL # < P £# Cll 1,120.1ECT N00J4i rnwPRoiscr aMOO EXISTING CONDUIT & WIRE K-0000 MAPSCONO. 77M, CONDUIT & WIRE (OPEN CUT) < CITY OF FORT WORTH, TEXAS 2" PVC SCH 80 6-6-6 TRIPLEX < ALUMINUM ELECTRIC CONDUCTOR TRANSPORTATION AND PUBLIC WORKS CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-8 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR '? ("B" INDICATES BORE UNDER 1J EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID zO 2 a. TRANSPORTATION PROGRAMMING www ai & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 120+50 TO STA. 125+00 DESIGNED' LJM SEIZE DATE, / DRAWN. BJB 8-4-2014 a A O SHEET 103 OF 152 W E-5 Z_ H J U I F. } s } } DESIGNED' SCALE�2E 125+90 L69.04 125+60 L59.10 125+25 R62.24 125+53 R59.11 (P138>\ 126+23 R59.11 126+69 L69.26 126+99 L59.14 126+48 L5.28 ROSEDALE STREET A P139 126+93 R59.10 127+74 L59.15 .(P55) 127+44 L5.43 A 127+63 R59.10 QUANTITIES !DESCRIPTION ! POLE TYPE A11/20 (10'-10") TYPE A FOUNDATION TYPE 1(PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPE A ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAY TYPE B GROUND BOXES W/ CONCRETE APRON 4A EOC VD-2.09X 129+45 L5.39 QUANTITY 11 11 11 4 8 1 3 1 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. 129fe4- fn REVISIONS DESMIPTION A A ADDENDUM 7 FREESE NICHOLS 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 4895 Phone -(817)735 7300 Fax -(817))7357491 Web www.freese.com NOTES' 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND < OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH, 36 INCHES BELOW TOP OF CURB < ELEVATION. < 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. < 4 LIGHT POLES TERMINATED A MINIMUM OF 18"ABOVE FINISHED GRADED < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. < 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. 0 10' 20' 40'. HORIZONTAL SCALE 4 LEGEND 1,1 STREET LIGHT POLE TYPE B TT __ BTT AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE, AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC < SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID 10 WM DRAWN' BJB AA...A. n^_^^^n_^_^_^_^_/\/�nnn� � n A A n A n n A n!�_nnn� i..�. �� � ���� � � �� � � � ,A,n � �_��.ti-��� ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS TRANSFORMER BASE FIXTURES AND RETURN TO CITY OF FORT WORTIH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. CONSTRUCTION NOTES EVERT MOAIZIaOCATION: 1Ii2 FOLLOW. AT LEAST 48 HOURS PRIOR TO os EPT.-FIELD )s) 9 " COR GAS ELEgw 01, ai(ELEPHNWA. ITsA(ri5a9G-T5 LiO�xewcu.�s dWwO HORIZONTAL & VERTICAL CONTROL LYTERNAL# PLEA' CIT PROACT #00142 TPWPROJECT #00000 x aw AL9PSCONQ ]JAf, 18.4,44.T CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET 1-35 TO US-287 ILLUMINATION PLAN STA. 125+00 TO STA. 129+50 DATE; 6-4-2014 E-6 SHEET 104 OF 152 EAST RO:EDALE STREET l 0 j n rn QD N 129+75 R80.02 130+32 R125.37 ROSEDALE STREET 132+00 131+28 R5.16 130+30 R5.21 EXISTING MANSFIELD SVC PT CIRCUIT DIRECTORY NO. DESCRIPTION AMP POLE B1 EXISTING MAIN 100 I 2 82 EXISTING CONTROL 1 15 I 1 B3 EXISTING LIGHTS "A" I 40 2 B4 NEW PEDESTRIAN LIGHTS I 20 2 130+44 R106.80 130+08 R148.64 G NOTES BY SYMBOL "0 1. MAKE NO IMPROVEMENTS TO THIS LIGHT ASSEMBLY. EXISTING MANSFIELD SERVICE POINT 132+25 R5.10 QUANTITIES DESCRIPTION POLE TYPE A11/20 (10'-10") TYPE A FOUNDATION TYPE 1(PEDESTRIAN) LUMINAIRE PEDESTRIAN TYPEA ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAY TYPE B GROUND BOXES W/CONCRETE APRON QUANTITY' 2 2 I 2 4 PEDESTRIAN TYPE A SEE E-21 8 2 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS TRANSFORMER BASE FIXTURES AND RETURN TO CITY OF FORT WORTIH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 133+27 L5.21 • • GB KGB A 0 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. CONSTRUCTION NOTES CI R FOLLOWING AST 9/1HOURS PRIOR TO '"RcwiEnc"x"iloc°nno�iu�"� CONDUIT & WIRE 2" PVC < SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("8" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID a NOTES' ADDENDUM REVISIONS DESCRIPtIDR r -•�NICHOLS 4055 International Plaza, Suhe 200 Fort Worth, Texas 76109-4865 Phone - 0317)735,300 Fax - (817) 735-7491 Web - www.freese.com EWE 7/7/14 O 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. { 2. CONDUIT DEPTH' 36 INCHES BELOW TOP OF CURB < ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. { 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 1B" ABOVE FINISHED GRADED. < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6686. 0 10' 20' 40' HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B { 1P: cral PORT RR no xa crr rmcoOPERnnOxS 1,800.878,32 ATffiT AND 2 LUMINAIRES TYPE B �uo�°a0'"'cm"1nE5 TO REMAIN EXISTING STREET LUMINAIRE PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE { TESS HORIZONTAL & VERTICAL CONTROL EXISTING GROUND BOX EXISTING INTE CFW700FCTIT 1' PROJECT N0002 GROUND BOX (GB) w/APRON TPVPROJECT N 00000 EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) CITY OF FORT WORTH, TEXAS 2" PVC SCH 80 6-6-6 TRIPLEX < ALUMINUM ELECTRIC CONDUCTOR TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION K-0000 MAPSCO NO. 77M, 78.; X, 4 M DESIGNED DRAWNI EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 129+50 TO STA. 134+00 E-7 BUJ,: SCPLEZE DATE' I SHEET BJB 6-4-2014 105 OF 152 134+18 L5,86 135+15 L5.96 00 ROSEDALE STREET 137; KGB--:-._ _ __ -. _..- NOTES BY SYMBOL "O 1. MAKE N0 IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 136.24 R5.21 QUANTITIES [DESCRIPTION ROADWAY POLE TYPE B WITH EXISTING PIER ILUMINAIRE ROADWAY TYPE B 137.02 R4.97 I QUANTITY I s 1 10 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS TRANSFORMER BASE FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. • GB KGB 138+37 R5.42 W co C11 O 0 10' 20' 40' HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID 1 1 DESIGNED DRAWN+ { { { TRANSPORTATION AND PUBLIC WORKS { TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION ADDENDUM NOTES' 1. REVISIONS erscuarniox an NICHOLS 9055 International Plaza, Suite 200 Fort Worth, Texas 76109-0895 Phone - (817)735-7300 Fax - (817)735-7981 Web - www.freese.com 7/7/14 LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH: 36 INCHES BELOW TOP OF CURB ELEVATION. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE B0 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. /. VLx�t£1NNOIEY�� ffi• i i2'4 m018311PoJSB1 L1LL9tl81211191 CONSTRUCTION NOTES CO�"Tn+cwrnT.Acxct'Oc°nria "E wLLOW1NOATLEAST46 HOURS Exton TO FORT saill r riR EPT MELO OPERATIONS OM, GAS taLRCTRIC IXOENFROV SRC TELEPHONE HORIZONTAL & VERTICAL CONTROL ITIMNAL FILE# CITY PROJECT X 00142 TPIVPROJECT #0000 1,0000 musc0NO. 77147 {ChM CITY OF FORT WORTH, TEXAS EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 134+00 TO STA. 138+50 E-8 LJM I SCPLE'IZE DATE SHEET BJB 6-4-2014 106 OF 152 y�y ROSEDALE STREET >o e> } } AA^f_A QUANTITIES 'DESCRIPTION ROADWAY POLE TYPE 8 WITH EXISTI NG PIER 'LUMINAIRE ROADWAY TYPE B 141.74 R0.54 QUANTITY 4 8 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE FIXTURESNG POLE, TO CITY OFFRURESNDRETURN FORTWORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATET FOR EXISTING BOLT CIRCLE. 142.21 R0.22 REVISIONS DESCRIPTION A A A ADDENDUM r� &NICHOLS 4055 International Plaza, Sulte 200 Fort Worth, Texas 76109-4895 Phone - (817) 735-7300 Fax -(B17)735-7491 Web -www:Neese-corn NOTES: DATE 7/7/14 .Yi 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH: 36 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINR4UM OF 18" ABOVE FINISHED GRADED. < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM < OF 30" BACK OF CURB. 0 10' 20. 40', HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B B AND 2 LUMINAIRES TYPE B —B— (s1) P1 EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID CONSTRUCTION NOTES " sows Ho-. IHECOEXCAVNTRA nTOFAcH!?oCA CONTNCT UTE wu,OWINGAT LEAST 48/TOMS MORro PRIWORTH WATER DEPT: FIELII OPERATIONS O, CC0 A05�,%ELECTRIC ALL OWEIW MES 3a's'�.'mc-TPss 63 HORIZONTAL & VERTICAL CONTROL INTERNAL # F < E.E# CITY PROJECT #00141 MI' PROJECT #00000 K-0000 MAPPSCONO. nor, 78.41(.4M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING DESIGNED: DRAWN: & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 138+50 TO STA. 143+00 LJM 3CPLEi RE DATE: BJB 6-4-2014 E-9 SHEET 107 OF 152 143038 L0.65 10 A. A A 114.97 L3.46 146.06 L5.14 ROSEDALE STREET 'DESCRIPTION !ROADWAY POLE TYPE B WITH EXISTING PIER ILUMINAIRE ROADWAY TYPE B QUANTITIES QUANTITY 4 8 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS TRANSFORMER BASE FIXTURES AND RETURN TO CITY OF FORT WORTI4 JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 147.18 L5.38 T `1111- TKO AA • KGB KGB 0 LC) _ _ Q _ __= U) 0 10' 20' 40' HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID REVISIONS ITo. ogre A ADDENDUM ocuMPnox pl A3 Al r--CNN CHOLS NOTES: < 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH: 36 INCHES BELOW TOP OF CURB < ELEVATION. < 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE BO PVC. PROVIDE EXPANSION FITTINGS < AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7431 Web-www.freese.cam CONSTRUCTION NOTES N sNI IE o'TPH. 7/7/14 A�VVETA SILAiL COMNCT111.0LLOWING AT MAST 48 HOURS PNORTO Ami saveT11-iP7 CPT.P®cooesR "" SIIC TELEPHONE ALL OTIOMITR:s 4eao6'c`-'rP-cs HORIZONTAL & VERTICAL CONTROL 1INTERIVAL# Pu,E# CITY PROJECT #00142 TAW PROJECT #UW00 � MAPSCONO. ]7M, 782.14LM CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 143+00 TO STA, 147+50 DESIGNED LJM SFOLLLE IZE DATE' DRAWN8 BJB 6-4-2014 E-10 SHEET 1DB OF 152 EAST ROSEDALE STREET 0 18 > } kg" 148+35 L5.47 A ROSEDALE STREET 150000 149.49 R5.55 NOTES BY SYMBOL «0 1. MARE NO IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 151++00 150+44 R5.52 QUANTITIES DESCRIPTION ROADWAY POLE TYPE B WITH EXISTING PIER LUMINAIRE ROADWAYTYPE B QUANTITY 4 8 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE FIXTURESANDEXISTING RETURN TO SCITY OFFFORTREWORTIH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 151+41 R5.48 —B— s1 ( { o < A A A A REVISIONS CESCREPTION ADDENDUM < NOTES, N FREESE ?NICHOLS 40SS International Plaza, Suite 200 PPoo e. 80 Texas 76109-4695 Fax a-0317)735-7 91 Fax-(8171735asa.c Web - www.freese.com 0 DATE 7/7/14 in < 1 OVERHEAD UTILITIES THAT ON -SITE LOCATE AND VERIFY MAY CONFLICTWITH ANDD `'— THE CONSTRUCTION. Q < 2. CONDUIT DEPTH, 36 INCHES BELOW TOP OF CURB < ELEVATION. (1) { 3, CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS LiJ < AS REQUIRED. Z 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED J < A MINIMUM OF 18" ABOVE FINISHED GRADED. _ < 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ 0 < OF ONCOR ELECTRIC AT 817-215-668B. I— 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM Q { OF 30" BACK OF CURB. 7 < < N 0 10' 20' 40' HORIZONTAL SCALE LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID CONSTRUCTION NOTES " a mio°veicsn MOTlvaEswiENINMOlins'e 5mo CONIRACIOR \ EXCAVATw02T000ALL CONTA FOLLOWING wr LEAST 48 HOURS PRIOR TO { 4 ONi°ENEAN PcrRlc 0gtH8t 011-1111,auTacS HORIZONTAL & VERTICAL CONTROL ♦ FRSFILERNAL# # < OIIPR 0014.2 PPIVPROJECT IRCP # 0000000 K.0000 MAR.-0 NO. I7/4 J8),X,1.M { CITY OF FORT WORTH, TEXAS < TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. ��1�47+50 TO STA. 152+00 E-1 1 DDRAWN D. BJB SCALESIZE I DATE6-4-2014 1109SHEET 152 152.36 L5.42 A ROSEDALE STREET 154.28 L5.61 NOTES BY SYMBOL "O 154.76 L59.46 1. MAKE NO IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 1--1 GB( 1 - - -I 15 .QQ 1\ 156+0 154.80 R59.22 I.' 154.85 R140.75 'DESCRIPTION 'ROADWAY POLE TYPE B WITH EXISTING PIER 'LUMINAIRE ROADWAYTYPE 8 EXISTING SERVICE QUANTITIES QUANTITY 4 8 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1 REMOVE EXISTING E'OSTFRRRFIXTRESAND RETURN TO CIYOFFOTWOTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. • ®GB KGB 155.72 L60.46 155*71 R57.94 L(-) CO Ln \I �0.I 1Q d31Q < NOTES' • 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND < OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. ADDENDUM REVISIONS DESORPTION DATE rim FREESE ?NICHOLS 4055 Intematlonal Plaza, Suite 200 Fort Worth, Texas 76109-4895 Phone -(817) 735-7300 Fax -(817)735-7401 Web -www.freese.cOm 7/7/14 { 2. CONDUIT DEPTH. 38 INCHES BELOW TOP OF CURB <' ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 8. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM < OF 30" BACK OF CURB. N { 0 10' 20' 40' HORIZONTAL SCALE 1 LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID MM VLTATECN Mnn"" CONSTRUCTION NOTES ND TAN. x1;1s . 11142711,MTNIZIT,ToRAI,TAOT THE FOLLOWING AT LEAST 48 HOURS PRIOR PO feinIal !Walt cPr.FIELDOPERATIONS 1„1siiiiii ROW SBC TELEPHONE ALL OTHER FACILt0ES 1�8WA1G-TE35 .3363 HORIZONTAL & VERTICAL CONTROL INTERNAL# FILE, PROJECT kWf TPWPR43 TPWPR OJECT 0WOO K-WOO MAPSCiONO. 77M,'AK,F,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET 1-35 TO US-287 ILLUMINATION PLAN STA. 152+00 TO STA. 156+50 ti DESIGNED LJM SCALE, IZE I DATE' /1 AA .1, A7 DRAWN BJB 6-4-2014 E-12 SHEET 110 OF 152 EAST ROSEDALE S'REET LC) CD LC) vvwvvvvvvvv vvvvvvv wvv vw v v v v v vv v v v v v v A 158+00 NOTES BY SYMBOL"(77)"1 ASH CRESCENT ST. ROSEDALE STREET 158+18 R5.60 1. MAKE N0 IMPROVEMENTS TO THIS LIGHT ASSEMBLY. 158+89 R65.31 QUANTITIES DESCRIPTION ROADWAY POLE TYPE B LUMINAIRE ROADWAY TYPE QUANTITY 4 I 8 I PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES MD RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. 0 (D (n z 60+26 R0.15 U Q -1111"1111)." +A C) GB KGB 0 10' 20' � x,A A A A A { { { { < 40'� HORIZONTAL SCALE 1 LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR CONDUIT & WIRE 2" PVC SCH BO WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR < ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) { { TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID ADDENDUM REVISIONS DESCRIPIICO FREESE ' NICHOLS 40551nterna7lonal Plaza, Suite 200 Fort Worth, Texas 76100-9895 Phone - (817) 735-7300 Pax-1817)735-7491 Web-www.freese.cam -8 97.1E 7/7/14 NOTES' 1. LOCATE MD VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH' 36 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL BE TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. CONSTRUCTION NOTES x n'�'"wx+cwnus°envayucj R s tl wr,.aanicr „,..o. onm AST DEPL.M.OPERnnorvs i"473ss 3363 HORIZONTAL & VERTICAL CONTROL INTERNAL FILE# CITY PROJECT #Lb141 71,PROJECT #CO. Rama MAPSCONO. Mt 7.,,4 ,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION DESIGNED DRAWN, EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA. 156+50 TO STA. 161+00 LJM I SCALE,I E 6J9 DATE. 6-4-2014 E-13 SHEET 111 OF 152 A EAST ROSEDALE STREET 162.33 R0.10 vvvvvwvvvvvvvvvwvvvv p!, W nl 163.00 _ _ GB 163+42 R5,66 164++00 ROSEDALE STREET QUANTITIES (DESCRIPTION (ROADWAY POLE TYPES LUMINAIRE ROADWAY TYPE 165+21 R5.52 165.00 164+31 R5.55 QUANTITY' 5 10 1 PEDESTRIAN TYPE A SEE E-21 1. LUMINAIRES SHALL BE WIRED FOR 240V. 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR FUTURE USE ON END OF CIRCUIT FOUNDATIONS. ROADWAY TYPE B SEE E-21 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. CD GB aGB 0 LE) < L() CO Q � 1-- < W { Z < J S CD H— { < 7/ < N 1 0 10' 20' 40'� HORIZONTAL SCALE 2 LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B EXISTING STREET LUMINAIRE TO REMAIN PEDESTRIAN LUMINAIRE AND POLE TYPE A POLE MOUNTED TRANSFORMER OVERHEAD WIRE WOOD POLE EXISTING GROUND BOX GROUND BOX (GB) w/APRON EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) 2" PVC SCH 80 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR { { CONDUIT & WIRE 2" PVC SCH 80 WITH 6-6-6 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR <' ("B" INDICATES BORE UNDER EXISTING CONCRETE PAVEMENT) TRANSFORMER CONTACTOR STREET CONDUCTOR RUN ID PEDESTRIAN CONDUCTOR RUN ID { { REVISIONS DESCFPnON ADDENDUM NICHOLS 4055 International Plaza, Suite 200 Fart Worth, Teaas ]6109-4895 5,491 We--www www.freese.com www.lreese.com NOTES: DAN 7/7/14 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. 2. CONDUIT DEPTH' 38 INCHES BELOW TOP OF CURB ELEVATION. 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FITTINGS AS REQUIRED. 4. CONDUCTORS AT LIGHT POLES SHALL 8E TERMINATED A MINIMUM OF 18" ABOVE FINISHED GRADED. 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM OF 30" BACK OF CURB. MULTATE• CONSTRUCTION NOTES 188 EXCAVATING CONTRACTOR MAL TACT TFIE FOLLOWING AT LEAST 9e HOURS PRIOR TO ATE ONCOrvEaGy LECDUC c TELEPHONE 00-878 DIG- 1.1,363 HORIZONTAL & VERTICAL CONTROL INTEATIAL# REA CTJYPROJECT 4,00I42 TPWPROJRCT #D4004 x-ouao AAAPSCONO. llM, MIAL,M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION DESIGNED. DRAWN: EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION PLAN STA.(61+00 TO STA.165+50 LJM some n DATE. BM 6-4-2014 E-14 SHEET 112 OF 152 EAST ROSEDALE STREET ' WVV VV VVV WVVWV-VVVVV 5' 8 / �F} Ej 0 r Z ROSEDALE STREET_, m -- ----166.00 --- D 166.10 R5.73 0) 01 166.98 R1.12 QUANTITIES (DESCRIPTION ROADWAY POLE TYPE B I LUMINAI RE ROADWAY TYPE IQUANTITY 1 12 4 B REVISIONS DESCRPRDN ADDENDUM INICHOLS 4055 International Plaza, Suite 200 Fort Worth, Texas 76109-4805 { Phone-1817) 735-7300 { Web - wewww.freese c0m NOTES' { 1. LOCATE AND VERIFY ON -SITE UNDERGROUND AND { OVERHEAD UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. { 2. CONDUIT DEPTH' 36 INCHES BELOW TOP OF CURB { ELEVATION. { 3. CONDUIT IN TRENCH SHALL BE 2" SCHEDULE 80 PVC. PROVIDE EXPANSION FlTT84GS { AS REQUIRED. { 4. AAMINMUM R0F A18"LIG ABOVE FIN SH D GRADETERMINATED { 5. FOR ELECTRICAL SERVICE CONTACT ROBERT MARTINEZ { OF ONCOR ELECTRIC AT 817-215-6688. 6. INSTALL PEDESTRIAN LIGHTS AT A MINIMUM { OF 30" BACK OF CURB. { i VJ/BSEIMNYEY i i'dt,!,ictxs L { / 1.110:J2u D iemusiD0n 10' 20' 40' HORIZONTAL SCALE 0 evO,3%crrwxALwDDRCAeuSTDss0iuryoren. {rxe.A80,0„,,,17..91141cle,LCOVor 788 ro OW0OATLPASr43 HOURSPRIDRT0 FAT OTRDEMF�OPERAf1ON5 'I 871VM FORT WORTH RRHT 1-2.13-7133 rd 1yS138-61119 �'/D{ { ALLmlO:R FACri mma 1-®0.DEXt.316) LEGEND STREET LIGHT POLE TYPE B AND 2 LUMINAIRES TYPE B -L EXISTING STREET LUMINAIRE -r TO REMAIN 4.A PEDESTRIAN LUMINAIRE AND POLE TYPE A HORIZONTAL & VERTICAL CONTROL O POLE MOUNTED TRANSFORMER OVERHEAD WIRE PEDESTRIAN TYPE A SEE E-21 • WOOD POLE 1. LUMINAIRES SHALL BE WIRED FOR 240V. ,GB EXISTMG GROUND BOX { °Y7£BNAL6 xaann 2. STUB -OUT CONDUIT FROM PEDESTRIAN FOUNDATIONS FOR Mnrscnrro' JB1'K'L''w FUTURE USE ON END OF CIRCUIT FOUNDATIONS. 0GB GROUND BOX (GB) w/APRON < CIT DIME, IE 46010 TPIVPR{ 1. REMOVE EXISTING POLE, ARS, TRANSFORMER BASE, FIXTURES AND RETURN TO CITY OF FORT WORTH JAMES ST WAREHOUSE. 2. POLE TYPE B, MODIFY BASE OR PROVIDE ADAPTER PLATE FOR EXISTING BOLT CIRCLE. ROADWAY TYPE B SEE E-21 EXISTING CONDUIT & WIRE CONDUIT & WIRE (OPEN CUT) CITY OF FORT WORTH, TEXAS 2" PVC SCH 80 8C8-8 TRIPLEX < TRANSPORTATION AND PUBLIC WORKS ALUMINUM ELECTRIC CONDUCTOR { —B— CONDUIT & WIRE 2" PVC { SCH 80 WITH 8-6-8 TRIPLEX ALUMINUM ELECTRIC CONDUCTOR ("B" INDICATES BORE UNDER { EXISTING CONCRETE PAVEMENT) = MMUULTATE eM CONSTRUCTION NOTES �T TRANSFORMER © CONTACTOR { TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION S STREET CONDUCTOR RUN ID P7 PEDESTRIAN CONDUCTOR RUN ID DESIGNED. DRAWN. EAST ROSEDALE STREET 1-35 TO US-287 ILLUMINATION PLAN STA, 165+50 TO END LJM FULL 512E DATE' BJB BCN.E� 6-4-2014 E-15 SHEET 113 OF 162 'a1 } v v v v vvv v v vvv v SUMMARY OF CONDUIT AND CABLES - STREET LIGHTS (SHEET E-1) RUN NO. 51 IPVC5CH 80 SIZE PROP. EXIST LENGTH IN FEET BORE (B) TRENCH(T) 321 B CABLETOTALS (LE) CONDUIT QUANTITIES (LE) 96 68 910 114 0 114 0 2" CONDUIT BORE a 0 32 SUMMARY OF CONDUIT AND CABLES - PEDESTRIAN LIGHTS I I SUMMARY OF CONDUIT AND CABLES -PEDESTRIAN LIGHTS RUN NO. P1 P2 P3 P4 P5 P6 P7 PB P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 P35 P36 P37 P38 P39 P40 P41 P42 P43 P44 P45 P46 P47 P48 P49 P50 P51 P52 P53 P54 P55 P56 PVCSCH 80 SIZE PROP 2" 1 2" 1 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 7' 2" 2" 2" 1 2" 2" 1 2" 2" 2" 2" 2" 2" 1 2" 2" 2" 2" 2" 2" 2" I 2" 1 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2„ 2" EXIST (SHEETS E-1 THRU E 15) LENGTH IN FEET 72 70 48 35 70 75 81 37 65 34 20 18 73 63 13 18 27 19 1 3 47 41 12 1 80 70 70 70 95 36 1.3 80 70 70 85 12 37 80 70 70 76 10 48 12 72 16 40 40 120 37 33 10 20 30 40 80 78 BORE(B) TRENCH (1) !`s 8 ^la�/�nnnnn�n /h� n n n A. n n A. A. .A_ -A-�. 96 910 72 70 48 35 70 75 81 37 65 34 20 18 73 63 13 18 27 19 3 47 41 12 07 70 70 70 95 36 13 80 70 70 R5 37 12 80 13 70 70 76 10 48 12 72 16 40 40 120 37 33 10 20 30 40 80 78 (SHEETS E-1 THRU E-15) RUN NO.1 SIZE 1 LENGTH 1 BORE(8( PROP. EXIST IN FEET TRENCH (T) BRIDGE( R) P100 2' 70 T P101 2" 1 13 T P102 2" 23 B P103 2" 35 T P100 2" 1 37 T P105 2" 1 30 8 P106 2" I 4 T P107 2" 42 T P108 2" 44 B P109 2" 94 T PL10 2" 59 T P111 2" 99 8 P112 2' I 59 T P113 2' 67 T P114 P' 80 T P115 2" 80 T P116 2" 76 T P117 2' 70 T P118 2" 1 70 T P119 2" 70 T P120 2" 1 70 T P121 2" 1 1 70 T P122 2" 1 45 T P123 2" 21 T P124 2" 1 70 T P125 2" 1 70 T P126 2" 70 T P127 Z" 83 I T P17B 2" 70 T P129 2" 70 T P130 2" 70 T P131 2" 70 T P132 2" 70 T P133 2" 93 T P134 2" 16 T P135 2" 41 B P136 2" 28 T P137 2" 70 T P138 2" 70 T P139 2" 70 T P140 2" 70 T P141 2" 79 T P142 2" 80 T P143 2" 70 T P144 2" 35 T P145 2" 53 B P146 2" 100 1 T P147 2" 40 1 T CABLE TOTALS (LF) CONDUIT QUANTITIES (17) "*" 2 HOTS, 1GROUND 96 910 01 0 0 2" CONDUIT BORE = 12" CONDUIT TRENCH = .0 J 70 13 23 35 37 30 4 42 44 94 59 99 59 67 80 80 76 70 70 70 70 70 45 21 70 70 70 83 70 70 70 70 70 93 16 41 28 70 70 70 70 79 80 70 35 53 100 40 56101 50361 5741 IRn /I 1 + A ADDENDUM (2 A 44 AI REVISIONS DESCRIPTION r--= NN CHOLS 4055 International Plaza, Suite 200 FOR Worth, Texas 76109-4895 Phone -(817)735-7300 Fax -(SIM 735-7491 Web -www.freese.com 1."1 1n ATE H CONSTRUCTION NOTES GA'(ErarocC TOIi. THE FOLLOWINGAT LEAST# HOURS PRIORI° xx WnIERURPr DUE -HALO I. 00.eisa�ll _ ,tjsn-liwi Mi.. &EMIG eiiS ivS G)Er. heob2;3sm3 's'R�cie" FACT n`1H"ion®iPncn.nEEs 1 abu ress HORIZONTAL & VERTICAL CONTROL INTERNAL, FILES CITYPAO., #01141 TPA, PAPVECT PAW I-000P MAPSCO NO. 77M, CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION EAST ROSEDALE STREET I-35 TO US-287 ILLUMINATION QUANTITY SUMMARY DESIGNED, LJM SCALEIZE DATE DRAMA BJB I 6-4-2014 E-16 SHEET 114 OF 152 A EAST ROSEDALE STREET DRILLED SHAFT FOUNDATION GROUND CLAMP DIM "CC" CLEARANCE DIA FOR LOCATION OF CONDUIT GROUND ROD #6 GROUND WIRE 1 /2" PVC CONDUIT 2" PVC CONDUIT LEVELING NUT LEAVE GAP UNDER NUT FINISHED GRADE (GRASS) 2" CONDUIT COPPER -CLAD STEEL GROUND ROD UNDISTURBED EARTH PLAN VIEW (ENLARGED) PLAN FOUNDATION DETAIL SEE ANCHOR BOLT SCHEDULE LOOSE DIRT, WATER, REMOVEDAND VRPR OR IS TO BE ELEVATION CONC. POUR - OUNDAIION DEIAIL INE THROUGH ANCHOR BOLTS -TOP OF FOUNDATION MUST BE LEVEL -ANCHOR BOLT 3/4"�CHAMMFFER /111111.11111 1 W �!� DES IGNATAB ES FOR S (SEE L".. SIZE & NUMBER) CONCRETE Z , JT " DRILLED SHAFT DIA. 24" MINIMUM (OR AS DIRECTED BY INSPECTOR) 24" 2" 0d Pm �curee 5j' V TYPE NO. ANCHOR BOLT SCHEDULE BOLT DIA. (IN.) 47 1 45 51 1 1 1/4" LENGTH HOOK THREAD L" H" r (IN.) (IN.) (IN.) 36 4 6 54 6 9 46 6 9 HEIGHT ABOVE FOUNDATION 4 1/2" 5 1 /4" NOTES: 1. IF ROCK IS ENCOUNTERED, THE DRILL SHAFT SHALL EXTEND A MINIMUM OF TWO DIAMETERS INTO SOLID ROCK AND HAVE A MINIMUM OF 6 FEET SHAFT DEPTH FOR FND. TYPE 3, 5, 6 AND 8. 2. ANCHOR BOLTS SHALL BE GALVANIZED THE FULL LENGTH. 3. SUPPLY 2 NUTS, 2 WASHERS & 1 LOCK WASHER WITH EACH ANCHOR BOLT. 4. REFER TO DECORATIVE POLE DETAIL SHEETS FOR FOUNDATION AND ANCHOR BOLT DETAILS. 5. FLATWORK NEEDS TO BE LEVELED OUT AT LOCATIONS OF POLE FOUNDATIONS • FOUNDATION SNAIL BE 5' ABOVE HIGH BIDE OF FINISHED GRADE WHEN ON A SLOPE 6" PITCH SPIRAL, 2 FLAT TURNS TOP & I FLAT TURN BOTTOM. (SEE DESIGN TABLE FOR SIZE & PNCH). RINGS MAY BE USED INSTEAD OF SPIRALS. DRILLED SHAFT DIA. ANCHOR ROD - CONDUIT TOP OF PIER GROUT TO FILL VOID (LEAVE A WEEP HOLE) SIDEWALK CONTINUOUS OVER TOP OF PIER GROUND ROD REINFORCING STEEL I GRILLED SHAFT LENGTH (FEET) FOUNDATION DESIGN TABLE ANCHOR BOLT DESIGN GROUND ROD ANCHOR ANCHOR SIZE BOLT BOLT TOTAL DIA. LENGTH 8"z #3 AT 6" 6 5/8" z 8' idel/ 3 AT 6" 8 POLE BOLT CIR DIA. 40" 10" /1, CONTRACTOR SHALL PLACE A CITY APPROVED PROTECTIVE COATING ON TOP OF THE FOUNDATION TO PROTECT THE ANCHOR BOLTS FROM MOISTURE PAVER r REDAR SPIRAL TYPE )i FOUNDATION /Y// 1 SIDEWALK /PAVER FOUNDATION DETAIL FORT WORTH BASE I ANCHOR DISTANCE TYPE ACROSS BOLTS N0. DIM. "BB" 47 7 1/16" /7J/ 51 I 9 MIN. 5" EXPOSED CURB DIM. "CC" CLEARANCE DIA. FOR LOCATION OF CONDUIT 6/1/2" POLE FOR POLE TYPE FOUNDATION GRASS MEDIAN FOUNDATION DETAIL CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE FOUNDATION DETAILS .2,7 1�araw 41416421818 4414£4,4£4924 MMUL ATE9H E-18 REVISED: 08-31-2012 34 41 20-D622 SHEET 1111 SIMPI F ORNAMFNTAI TYPE A FORT WORTH TYPE 11 FOUNDATION COMPI FX ORNAMENTAL FBUNDA11011 DETAIL CITY OF FORT WORTH, TEXAS STREET LUMINAIRE - OLEANDER STYLE POLE TYPE A TYPE B 24' DIA. PIER BOLT CIRCLE 1D ]h- BOLT CIRCLE 12 X„ NUT LOCK WASHER FLAT WASHER NUT 3" DIA. X +NOT DIP GALVANIZED L—TYPE ANCHOR BOLTS (4 PER PIER) •ANCHOR BOLT SIZES: TYPE A: 34" X 20" TYPE B: 3;" X 27" E-21 REVISED: 01-09-2014 34 41 20-D628 SHEET 1188 TYPEA PEDESTRIAN FIXTURE POSTTOP FIXTURE, LED, OCTAGONAL, WETL, ROOF MTD LID, SURGE PROT, 44500 K, W/OSPIKES j W/0 SPIKES, W/0 FINIAL, CLEAR GLASS LENS, BLACK FINISH, POLETOP MOUNTING, TYPE V DISTB, j 240V, 3500 DELIVERED LUMENS AT70W NOMINAL, 70,000HR STERNBERG MSBOSBLED-CG-5-ML120-277PT4ARC4515-CSA BKT > DR EQUAL BY LUMEC MODEL IL70-008]-90W491ED4K-GL-C-LE5-240-5F70-COLTX, HOLOPHANE > TYPEA PEDESTRIAN POLE POLE, COFW OLEANDER, 12FT, 5'O0, SHOE BASE WITH POLETOP FIX ADAPTER BLACK FINISH j MOUNTED ON NEW TYPE 11 FOUNDATION. > STERNBERG 3300-32-PS&CT-GATEWAY SERIES, OR APPROVED EQUAL TYPE STREET UGHT FIXTURE, 2PER POLE i ARM MOUNTED FIXTURE, LED, OCTAGONAL, UUETL, ROOF MTD LED, SLRGE PROT, 4-4500K, W/O SPIKE j W/O SPIKES, W/O FINIAL, CLEAR GLASS TENS, BLACK FINISH, T WAN 161/2" BRACKETS, T'V DISTB, > 240V, SOW DEW EKED LUMENS AT 100W NOMINAL, 70,000I1R STERNBERGMSROSBLED-OG3-ML12D277TAPT 4A1R45T5-CSA BKT > OR EQUAL BY LUMEC MODEL [130-00]-40W3DLED4K-GL-C-LES-240-5F70-COLTX, HOLOPHANE > TYPE B STREET LIGHT POLE POLE, CoFW OLEANDER, 20FT, 6'OD, SHOE BASE WITH RD CENTER CAP. PROVI DE ADAPTER OR > MODIFY BASE FOR 14" BOLT CIRCLE FOR MOUNTING ON RI STING POLEFOUNDATON, 1 STERNBERG 3300-20P&BKT GATEWAYSERI ES OR APPROVED EQUAL r7 -:6Y6L4 '2c 's4DiTrt5 • • GENERAL CONSTRUCTION NOTES: PRE -CONSTRUCTION 1. Contractor shall notify Traffic Services Inspector (817-392-7738) 7 days minimun before beginning work on this project. 2. Contractor shall attend a pre -construction meeting before beginning work on this project. 3. Developer shall list the type of Street Light pole or poles to be installed for the proposed project site. 4. Developer shall state weather a contractor or city forces shall install the proposed Street Light poles_ FOUNDATIONS1. Dimensions shown on plans for locations of street light foundations, conduit and other items may be varied to meet local conditions; subject to approval of Engineer. 2. Contractor shall contact the City for inspections prior to pouring street light foundations and digging for conduit runs. 3. No street light poles shall be placed on foundations prior to seven days following pouring of concrete. 4. Contractor shall clean up and remove all loose material resulting from construction operations. 5. Street light pole foundations shall be Class C (3000 P.S.I. ) concrete. 6. Al foundations shall be 24 inches in diameter unless shown other wise. 7. Foundation piers shall be drilled plum, the top of foundation poured level, the top 3 inches of the exposed pier (height) above finished grade shall have the sonotube removed. 8. Top of foundation shall be 3 inches above the finished grade unless shown different on plans. 9. Anchor bolts shall extend above the top of the foundation concrete as shown on Anchor Bolt Detail. 10. Anchor bolts, ground rod, all reinforcing and conduit shall be in place before pouring concrete in pier foundations. Also pier foundations shall have one continuous concrete pour. 11. Street light foundations shall have a chamfered edge (beveled) at the top; see foundation details on sheet 2. FOUNDATION PLACEMENT 1. Foundations in medians shell be placed in the center of the median between the two curbs. 2. Foundations shall not be drilled within 3 feet of a water line or Fire Hydrant. 3. In residential areas foundations shall be placed in the street right of way (R.O.W.) in line with the property line between lots and at the break of the radius point of the street curb at street intersections. 4. Foundations shall not be placed in sidewalks (or location of future sidewalks) or sidewalk ramps. CONCRETE POURS Contractor shall notify the Traffic Services Division (817- 392-7738) Inspector in advance (between 8:00 AM & 5:00 PM) of all concrete pours. Inspector must be present when concrete is placed on the project site. EXISTING UTILITIES 1. Approximate location of known underground utilities has been shown on the plan sheets for the street luminaire project. The Engineer assumes no responsibility for the accuracy of the utility locations shown on the plans. 2. Contractor shall contact the following utility companies and agencies 48 hours prior to doing any work at any locations: 2.1. TXU Gas 1-800-817-8090 2.6. TXU Electric 1-800-233-2133 22. Southwestern Bell - Enterprise 9800 2.7. City of Fort Worth Water Dept. 817-871-8275 23. AT&T 1-800-878-8711 2.8. City of Fort Worth T/PW Dept. 817-392-8100 2.4. Charter Communications 1-800-395-0440 2.9. Dig Test 1-800-395-0440 25. Western Union Cable 214-939-1930 2.10. City Traffic Services Division._- 817-392-7738 3. Contractor shall be responsible for the following at no additional cost to the City: 3.1. Preventing any property damage to property owner's poles, fences, shrubs, mailboxes, etc. Any damaged property will be restored as directed by Engineer. 32. Landscaping and Sprinkler System - the contractor shall adjust and repair any existing landscaping and the sprinkler systems as directed by the Engineer to allow for the placement of all street light equipment. This shall be done in a manner equal to or better than the areas adjacent to the damaged areas. 33. Providing access to all driveways during construction. 3.4. Protecting all underground and overhead utilities and repair any damages. 4. No additional payment will be made for relocation of any foundations or conduit due to location of existing utilities. 5. Texas State Law, Article 1436C, makes unlawful the operation of equipment or machines within 10 feet of any overhead electrical line unless danger against contact with high voltage overhead lines has been effectively guarded against pursuant to the provisions of the article. When construction operations require working near an overhead electrical line, the Contractor shall contact the owner/operator of the overhead electrical line to make adequate arrangements and to take necessary safety precautions to ensure that all laws, electrical line owner/operator requirements and standard industry safety practices are met. 6. If any City of Fort Worth water utility is in the vicinity of a proposed pole foundation (within 3.0 feet), then the Contractor will hand dig to uncover the water line and verify that the proposed pole foundation location is satisfactory. The Contractor shall be liable for all damages done, and restoration to utilities as a result of his/her operations. 7 Water and sewer mains must be located prior to construction by contacting 671-8275. Any damages to the utilities as a result of Contractor's operation shall be repaired by the Contractor's expense. DRAINAGE Any obstruction to existing drainage due to Contractor's operations shall be removed by the contractor as required by the Engineer at the Contractor"s expense. PERMITS Contractor shall obtain and pay for all permits as required to work in parkway. ELECTRICAL 1. All conduit under ground shall be i c d VC and placed 24 inches to 36" deep as directed by Engineer. 2. Conduit above ground shall be 1 1/4" or 2 inch ridgid metal as directed by Engineer. 3. Conduit shall be installed In a trench free of rocks that would damage the conduit and first 2 inches of backfill shall be free of rocks. 4. All conduit shall start or end in a ground box, foundation or at a transformer pad along with a 1/4 inch polly line (pull string) with a break strength of 500 pounds or more [ Greenlee part No. 5037959.3 or approved equal or better ]. 5. Each change of direction in the conduit run requires a ground box (pull box) unless it is less than 20 feet to the end of the run. 6. The unit of measure for conduit placement is the straight line distance between ground boxes, foundations or transformer pads. 7. Conduit shall be placed inside a easement or street right of way (R.O.W.). When placed in easements, the location of conduit shall be 30 Inches off lot lines to avoid being damaged by fence post placement. 8. All electrical conduit, wiring, electrical connections, eat. shall be installed according to the National Electric Code. 9. For location of City of Fort Worth underground streetlight cable and conduit call (817-392-7738 or 817-392-8100). LUMINAIRE POLES All new streetlight pole types will be determined by the area of Fort Worth they are being installed, the developer shall call (817-392-7738) for pole types, template dimensions and anchor bolts, and any questions about installing the foundations and conduit for streetlights. REV. 1-30-0B FOR GENERAL NOTES BY JOE RADENZ REV. 4-27-04 FOR PRE -CONSTRUCTION NOTES BY JOE RACENZ REV. 4-09-04 FOR NOTE CHANGES BY JOE RADENZ REV. 2-11-04 FOR NOTE CHANGES BY JOE RAOENZ DEPT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC SERVICES DIVISION FOORTW Ti STREET LUMINAIRE GENERAL NOTES E-17 mom -JOE MDENZ " 0.14413 •venoveo RONNIE VARNELL onrc SEpr 0003 115 I SCALE: I0Brwl10 No. 3257 BOUT No. 1 of 5 DRILLED SHAFT FOUNDATION GROUND CLAMP DIM "CC CLEARANCE DIA FOR LOCATION OF CONDUIT GROUND ROD #6 GROUND WIRE 1/2" PVC CONDUIT 2" PVC CONDUIT LEVELING NUT LEAVE GAP UNDER NUT FINISHED GRADE (GRASS)� %" COPPER -CLAD STEEL GROUND ROD UNDISTURBED EARTH PLAN VIEW (ENLARGED) PLAN FOUNDATION DETAIL SEE ANCHOR BOLT SCHEDULE CONCRETEA- LOOSE DIRT, WATER, AND DEBRIS TO BE REMOVED PRIOR TO CONC. POUR INE THROUGH ANCHOR BOLTS •-24" MINIMUM (OR AS DIRECTED RY INSPECTOR) 70P OF FOUNDATION MUST BE LEVEL -ANCHOR BOLT 3/4" CHAMFER DRILLED SHAFT DIA. ELEVATION FOUNDATION I)F IAIL 24" ID 2" EE 5"mAWN 6" PITCH SPIRAL, 2 FLAT TURNS TOP & 1 FLAT TURN BOTTOM. (SEE DESIGN TABLE FOR SIZE & PITCH). RINGS MAY BE USED INSTEAD OF SPIRALS. VERTICAL BARS (SEE DESIGN TABLES FOR SIZE & NUMBER) TYPE N0. 47 49 I 51 ANCHOR BOLT SCHEDULE BOLT LENGTH HOOK THREAD HEIGHT DIA. "L' "H" "T° ABOVE (IN.) (IN.) (IN.) (IN.) FOUNDATION 1 36 I 4 6 4 1/2" 1 1/2" 54 I 6 9 7" 1 1/4" 48 16 9 5 1/4" NOTES: IF ROCK I5 ENCOUNTERED, THE DRILL SHAFT SHALL EXTEND A MINIMUM OF TWO DIAMETERS INTO SOLID ROCK AND HAVE A MINIMUM OF 6 FEET SHAFT DEPTH FOR FWD. TYPE 3, 5, 6 AND 8. 2. ANCHOR BOLTS SHALL BE GALVANIZED THE FULL LENGTH. 3. SUPPLY 2 NUTS, 2 WASHERS & 1 LOCK WASHER WITH EACH ANCHOR BOLT. 4. REFER TO DECORATIVE POLE DETAIL SHEETS FOR FOUNDATION AND ANCHOR BOLT DETAILS. 5. FLATWORK NEEDS TO BE LEVELED OUT AT LOCATIONS OF POLE FOUNDATIONS. • FGUNDATON SHALL BE 5' ABOVE HIGH SIDE OF FINISHED GRADE WHEN ON A SLOPE. ee FND. TYPE DRILLED SHAFT DIA. V //. ANCHOR ROD CONDUIT TOP OF PIER GROUT TO FILL VOID (LEAVE A WEEP HOLE) SIDEWALK CONTINUOUS OVER TOP OF PIER GROUND ROD REINFORCING STEEL VERT. BARS SPIRAL & PITCH DRILLED SHAFT LENGTH (FEET) FOUNDATION DESIGN TABLE ANCHOR BOLT DESIGN GROUND ROD SIZE ANCHOR ANCHOR BOLT BOUT TOTAL DIA. LENGTH BOLT CIR DIA. ANCHOR TYPE N0 DISTANCE ACROSS BOLTS DIM. "BB" DIM. "CC" CLEARANCE DIA. FOR LOCATION OF CONDUIT 24' 4-g5 18"x g3 AT 6" 6 5/8" x 8' 1' 40' I 10' 47 7 1/16" 6 1/2" 24"x #3 AT 6/ft!' 5 8"x 8 .27 1 1 4 54"121/2 51 74, 8 1/2 8�C I POLE CONTRACTOR SHALL PLACE A CITY APPROVED PROTECTIVE COATING ON TOP OF THE FOUNDATION TO PROTECT THE ANCHOR BOLTS FROM MOISTURE PAVER BASE REBAR SPIRAL (//- TYPE X FOUNDATION SIDEWALK /PAVER FOUNDATION DETAIL FORT WORTH POLE FOR POLE TYPE FOUNDATION GRASS MIN. 5' EXPOSED CURB MEDIAN FOUNDATION DETAIL CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE FOUNDATION DETAILS •72u NIi431GCM115 1PXIFIRIN 111C£r4FY LLS.00,P1 1 E-18 REVISED: 08-31-2012 34 41 20-D622 SHEET 116 POLYMER CONCRETE GROUND BOX AND COVER CONCRETE APRON OPENING AT END OF CONDUITS SHALL BE SEALED WTH DUCT SEAL. PVC CONDUIT WITH 90' ELBOW 1" CRUSHED STONE SECTION VIEW SHOSMNG DIMENSIONS OF BOX AND ACCOMPANYING FIELD INSTALLATION IDENTIFICATION PLATE POLYMER CONCRETE COVER LIFT EYE CONDUIT MAINTAIN MINIMUM CLEARANCE OF 8` BETWEEN BOTTOM OF LID AND TOP OF 2" CONDUIT. PULL I MINIMUM INSIDE DIMENSIONS BOX A I TYPE B I 11 )5" I 21" I 18" 1" CRUSHED STONE 12" ' 42 �3 2- (J3 BARS U TYPICAL 18"- 22" '\ i I PVC CONDUIT WITH 90' ELBOW CONCRETE APRON NOMINAL COVER I DIMENSIONS D 1339" 23)9" I GROUND BOX DETAIL NOTES: 1. ALL BOXES SHALL MEET ALL TEST REQUIREMENTS OF THE LATEST SCTE 77 "SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY" FOR TIER 22 APPLICATIONS. 2. BOTTOM EDGE OF BOX OR EXTENSION SHALL BE FOOTED WITH A MINIMUM 1 9" FLANGE. 3. COVER LIFT EYE: MOLDED +MTI COVER. 4. COVER LETTERING: 1" INCISED LETTERS "DANGER HIGH VOLTAGE STREET LIGHT". SEE DETAIL THIS SHEET. 5. COVER MUST BE SECURED WITH "PENTA FEAD", STAINLESS STEEL, SELF CLEANING BOLTS AND NUTS. SEE DETAIL THIS SHEET. 6. THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. THE CONTRACTOR WILL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY MANUFACTURER PROVIDED THEY ARE STAMPED AND CERTIFIED BY A PROFESSIONAL ENGINEER FROM THE STATE OF TEXAS, OR VERIFIED BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LAB AND THEY ARE OF EOUAL OR BETTER QUALITY AND COMPLY WITH THE SPECIFICATIONS. TO PLANS FOR CONDUIT SIZE 24" MIN (RESIDENTIAL) 36" MIN (ARTERIALS) 3 99" CONCRETE APRON HWTH 2 - #3 BARS AS SHOWN OR 6X6X#10 W.W. MESH. ALL GROUND BOXES SHALL HAVE CONCRETE APRONS AT ALL 12" LOCATIONS. t BOLT TO ATTACH TO GROUND BOX SKID RESIST. POLYMER CONCRETE COVER NUT FORT WORTH 4" MIN TT T-T -I- I -I-4 GROUND BOX COVER 74"-7 LAG THREAD SELF CLEANING BOLT AND NUT FOR COVERS FINISHED GRADE I 12" TYP. 3'6" X 4" LIFTING SLOTS BOLT TO ATTACH TO GROUND BOX NOTES: 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. 3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOI05 AROUND THE CONDUIT TO PREVENT HOT SPOTS & SETTLING BACKFILL MATERIAL SHALL NOT EXCEED 1 INCH IN DIAMETER. 4. BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL A5 DETERMINED BY ASTM DESIGNATION D-698. 5.A 2500# OR 6000# PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. 6. EACH RUN OF INSTALLED CONDUIT OF ALL TYPES WILL REQUIRE THAT A MANDREL CHECK BE MADE BY PULLING THROUGH THE ENTIRE LENGTH OF ALL CONDUITS IN THE INSTALLATION FOR FINAL INSPECTION TRENCH REQUIREMENTS STREET LIGHT CONDUIT CITY OF FORT WORTH, TEXAS STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILS E-19 REVISED: 08-31-2012 34 41 20-D624 SHEET 117 NO DESCRIPTION MTR METER SOCKET 1-2 MAIN 3 CONTROL 5 SPARE 6 SPARE 9 LIGHTS "A" ( SDG SERVICE DIST, BLOCK POB POWER DIST, BLOCK TDB LIGHTING DIST. BLOCK H0A PER MATERIAL LIST ITT AMP I MANUFACTURER 1 200 (CUTLER -HAMMER 1 100 SQUARE D 1 15 (SQUARE 0 1 20 1 1 20 2 3 P05. SELECTOR 1 PHOTOELECTRIC RECEPTACLE PEC PHOTOELECTRIC CELL 2 26 310 600 175 20 20 1 20 SQUARE ❑ SQUARE D SQUARE D BUSSMANN GOULD BUSSMANN UTLER-HAMMER INTERMATIC BUSSMANN TORK PART NUMBER CH673885M 00U2100 QOU115 000120 000120 5881g@ QOU220H - ) ♦ 03U120 QOU220H / .O 16303-3 67021 16220-2 M225-WRK3 Kt22 • 13661-W5416 S895 NOTE: PHOTOELECTRIC CELL MAY BE LOCATED ON LETT OR RIGHT SIDE OF CABINET CONTACTOR 100 SQUARE 0 59035001V02 NOTES: 1. ELLS IN FOUNDATION ARE RIGID METAL, SIZE GALLED CDR DTI TIT" PLANS. EXTENSION CONDUITS FROM THESE ELLS MAY BE PVC, PROVIDED EVDS OF .RIGID METAL CONDUITS ARE MORE THAN 2 IN BELOW TOP OF CONCRETE FOUNDATION. WHERE EXTENSION CONDJITS ARE METAL, GROUNDING BUSHING MUST BE INSTALLED AND A BONDING .L.OPER PROPERLY TERMINATED. Z. TUBE C S SHOWN, TYPE A IS SIMILAR EXCEPT TRIAD TYPE A SHALL HAVE INDIVIDUAL CIRCUIT BREAKERS MOUNTED ON A DX/Pt/ENT MO.) N1ING PANEL. CIRCUIT BREAKER -IP.NDRES SHALL PRC TRUDE FERCUGH HINGED DEEDFRONT TRIM, SECTION A —A LEGEND: 1 METER SOCKET, (WHEN REQUIRED) 2. METER SOCKET WINDOW, (MIEN REQUIRED) 3. EQUIPMENT MOUNTING PANEL 4. PHOTO ELECTRIC CONTROL WINDOW, (WHEN REQUIRED) 5. HINGED DEADFR0ND TRIM 6. LOAD SIDE CONDUIT AREA 7. LINE SIDE CONDUIT AREA 8. UTILITY ACCESS DOOR, WITH HANDLE 9. PEDESTAL DOOR 1D. HINGED METER ACCESS 11. CONTROL STATION (H-O-A SWITCH) 12. MAIN DISCONNECT 13. BRANCH CIRCUIT BREAKERS 48" MIN I REINFORCING .• STEEL LOAD 510E CONDUIT _ _ _- LOAD SIRE CONDUIT MIN. 18" CRUSHED ROCK UNDER FOUNDATION PER SECTION 33 05 10 FRONT VIEW COPPER -CLAD STEEL GROUND ROD - MIN. 19 CRUSHED ROCK UNDER FOUNDATION PER SECTION 33 05 10 10" MIN. • 11 1 4` HEX NUT LOCK WASHER - LEVELING WASHERS ANCHOR BOLT DETAIL REINFORCING STEEL 0 , EQUIP(,+:rT MSUNTINO � I 5:CD0 (AS REOU'1RED) 0 EQUIPMENT NCUNTING STUDS (AS REQUIRED) BELL END FITTINGS LOAD SIDE G1VDU1T�� F �' SIDE CONDUIT SIDE VIEW FORT WORTH STREET LUMINAIRE PEDESTAL SERVICE DETAILS - 120V/240V COPPER -CLAD STEEL GROUND ROD - E-20 CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 34 41 20-D625 SHEET 11e 1 2 3 4 5 6 7 8 9 SECTION 00 0515 ADDENDUM No. 2 East Rosedale Street IFI-35 to US 287 City Project No. 01894 Addendum No. 2 Issue Date: July 9, 2014 Bid Receipt Date: July 10, 2014 000515-1 Addendum 2 Page 1 of 2 SPENCER B. MAXWELL 40 99316 tfe% 10 This addendum forms part of the Contract Documents referenced above and modifiers -the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the sp ce below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Summary of Contractor Questions. 16 Q: What are the limits of proposed paving in relation to the curb and is there any 17 doweled curb? 18. 19 proposed pavement. 20 2. Modification to Bid Proposal: A: The paving is 2' from the face of curb all curb will be poured monolithic with 21 a. No changes 22 3. Modification to Specifications: 23 a. No changes 24 4. Modification to Plans: 25 a. Add Sheet 132A " Irrigation Plan Sta 100+00 to Sta 107+50". 26 27 28 b. Revise Sheet 140 " Irrigation Plan General Notes". Sheet revised to change pipe classification from class 200 to SCH 40. 29 All other provisions of the contract documents, plans and specification shall remain unchanged. 30 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 31 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 32 time of bid submittal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — LEI 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 1 Receipt Ac j . ledged: 2 By: 3 Company: 4 144,cGtwdon C netr ,tta P.O. Box r . n, TX 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 $110'ION 00 05 15 - 2 Addendum 2 Page 2 of 2 EAST ROSEDALE STREET — IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 A2 1 1/ _3L O O 3/4 I� 1/2 1/23/4 /2 0 3 Q II }IZ } r 1- EEVE O A rL FOR5 PN 5 1 I gpftE-___,-_ i - _ _- _i' 2 _._ ------ r, 101.00 /r (i ! 3 i 1 1 ❑ I/2 1/2 r - II /2 ROSE01 ROSE01- - 3/4 3/4 Al i 1/2' \ 39 ^ 3 3/4 3/4�.,\` 0 ioz�o ROSEDALE STREET 124 (j) v ROSEDALE STREET 1/ 1/2�3 3 4- C) 0 A 0 4 4 REVISIONS DESCHIPTION r7 �NICHOLS 4055 International Plaza, Sone 200 Fort Worth, Texas 76109-0895 Phone -(617)735-va00 Web (6wwww.Treese.mm ./545/2014 J5.2524 pate � r.O1d,.TAN19 1.15.041 , et K2 MCA, FM OM l'IMM.815TAICIXJA glsaeE Englne�e.�lig rin E-21aa Texas ReCONSTRUCTION NOTES HORIZONTAL & VERTICAL CONTROL tux ttex CITY PROJECT aaolea rPiVPROl£CT #Ox000 DKIE MAPS oAo. nM. 78.1 x.E,ea CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION DESIGNED, DRAWN ROSEDALE ENHANCEMENT IH-35W TO US-287 IRRIGATION PLAN STA. 100+00 TO STA. 107+50 4ULL SIZE OALE� OATEN SHEET 10/07/2013 1324OF 152 LEGEND o HUNTER PROS-06-NSI-PR530 SERIES POP UP SPRAY HEADS WITH HUNTER MSBN-50H STREAM BUBBLER NOZZLES. ( TWO PER TREE ) SEE INSTALLATION NOTE *15 REGARDING TREE BUBBLER LATERAL PIPE • HUNTER PROS-04-PR530 SERIES POP UP SPRAY HEAD WITH PRO SPRAY SERIES NOZZLE A5 NOTED BELOW NETAFIM TEGHLINE CV SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH CLE INSTALLATION NOTE *16 REGARDING DRIP TUBE LAYOUT IN SHRUB BEDS. GI HUNTER P6P ULTRA, ADJUSTABLE ARG 4' POP UP ROTARY HEAD, PART CIRCLE, *5.0 BWE NOZZLE UNLESS NOTED OTHERWISE 0 O 0 I4JNTER PGP ULTRA, ADJU5TABLE ARG 4" POP UP ROTARY HEAD, PART CIRCLE, *4.0 BLUE NOZZLE UNLESS NOTED OTHERWISE HUNTER P&P ULTRA, ADJUSTABLE ARC 4" POP UP ROTARY HEAD, FULL CIRCLE, *6.0 BLUE NOZZLE UNLESS NOTED OTHERWISE HUNTER IGV SERIES ELECTRIC REMOTE CONTROL VALVE HUNTER IGV SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE° VALVE SEE INSTALLATION NOTE *15 REGARDING TREE BUBBLER LATERAL PIPE HUNTER IGV SERIES ELECTRIC REMOTE CONTROL VALVE WITH "ACLU -SET' PRESSURE REGULATOR AND SAME SIZE NETAFIM DISK FILTER (120 MESH) - FOR "DRIP" ZONES. SET REGULATOR AT 30 P.5.1. HUNTER H12-35-LRC-R QUICK COUPLING VALVE WITH LOCKING PURPLE COVER AND 3/4" PVC BALL VALVE 2" WILKINS 350 SERIES D.G.A. INSTALLED PER CITY CODE, WITH SAME SIZE WILKINS 850 SERIES BRONZE BALL VALVE AND WILKINS YB SERIES BRONZE WYE FILTER WITH 20 MESH STAINLESS STEEL SCREEN 2" IRRIGATION WATER METER AND TAP HUNTER I0-3200-RED SERIES AUTOMATIC CONTROLLER WITH WRFC WIRELESS RAIN / FREEZE SENSOR LOCATE SENSOR A5 FIELD DIRECTED BY THE LANDSCAPE ARCHITECT SCHEDULE 40 PVC MAINLINE PIPE SCHEDULE 40 ( EXCEPT 1/2 INCH *515) PVC LATERAL PIPE BORE FOR TWO 4" SCHEDULE 40 SLEEVE PIPES, UNLESS NOTED OTHERWISE BORE FOR ONE 4" SCHEDULE 40 SLEEVE PIPE L.I.G. SHALL SELECT PRO -SPRAY SPRAY NOZZLES FOR "HEAD -TO -HEAD" COVERAGE, ADJUSTED FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS 15 PERMITTED. CONTROLLER STATION a_ VALVE SIZE PLOW IN G.P.M. APPROX. LINEAR FOOTAGE OF DRIP TUBE • CONFIRM WITH LOCAL CITY REQUIREMENTS \ CR POLY ISOSSES leeDER RS OR POLY AWLS RFMR ✓4 IV ORP NUPP Y AND RENDHEADERS SHELL BE CLASS 200 PVC PIPE OF THE SUE DIAMETER AS THE ZONE VALVE SZE USE RIP NEE FOR SUPPLY AND DMHLUST HEADERS ON ORRIS WIM ROW SMALLER THAN b CPR ONLY. DRIP CENTER FEED LAYOUT WATER TAP WITH METER AND BACKFLOW ASSEMBLY RIMS .0 PM seED AS ONES Pi PUNS ORS WE SUM POBSETS1 CRP WE orwrzz- USE DRIP RIDE FOR UPPLY 00 MIDST HEADERS ON OROS WI FUN SANER THAN a GPM ONLY. DRIP ISLAND LAYOUT REVISIONS etnPna. IFM MCHOLS Web -www 06/OS/WIN Jp4niS rag NOPMARION 0w4o °MISRr eem" row LEn. nee N 105T s., sure e 44.0.56224-5 10014.1.0.9T IP•res%P"hngat. a"•wom INS TOWS ....24 RN owomeseeme. WatcrSenss Reg Tax. '0F'""W°re0 E,41 65N4"F,m F-21C0 TexCONSTRUCTION NOTES TQFW,7r 104 LORW THE FOLLOWING STLW...HOURSPRIOR. RLDOPER.TON e; S�rea0 „L, HORIZONTAL & VERTICAL CONTROL LYR&RMA LN CITY PROJECT A'CWJ2 TPWP Mar,' AVM r4 N rn fMPSCO NO. ]7M. JAILL.A1 Q E. M CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS E. TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION o. ROSEDALE ENHANCEMENT IH-35W TO US-287 W IRRIGATION PLAN STA.NiH107+50 TO STA. 116+50 ADESIGNED:,BP DESIGNED: MP. 9II DATE: T O DRAMMP, AEI OD1' - 4N I 00/05/2014 1SHEET OP 152 ,4 2 3 4 5 6 7 8 SECTION 00 0515 ADDENDUM No. 3 East Rosedale Street IH-35 to US 287 City Project No. 01894 Addendum No. 3 Issue Date: July 9, 2014 Bid Receipt Date: July 10, 2014 000515-1 Addendum 3 Page l of 1 OF Tergtl 0 3a.* aeioeseaaaseeeoseaassaiLee CHRIS B. BOSCO io ea m�emmmemea®eeeeeemmmas®es / 0 0 93679 0? . �1j c`mmm<�C 5co *: t1�sSmEN 1+�d�®ov 9 This addendum forms part of the Contract Documents referenced above and modifies the original 10 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 11 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 12 Proposal and on the outer envelope of your bid. 13 1. Summary of Contractor Questions. 14 Modification to Bid Proposal: 15 a. Change Item I-11 "Portable Message Sign' from a quantity of 2 EA to 8 16 17 18 19 20 21 22 WK. b. Change Item I-63 "Plant 4" Bioswale Groundcover" from a quantity of 2181 EA to 1767 EA. 2. Modification to Specifications: a. No changes 3. Modification to Plans: a. No changes 23 All other provisions of the contract documents, plans and specification shall remain unchanged. 24 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 25 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 26 time of bid submittal. 27 Rece. owledgeda 28 B 29 Company: ;ien13o F.O. Box 94)9 Burtoson TX 75097 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 o, EAST ROSEDALE STREET — IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 004243 BID PROPOSAL Page 1 of2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Specification Unit of Bid r Item No. Description Section No. Measure Quantity Unit Price Bid Value 1-1 Remove Sidewalk 02 41 13 SF 13880 1-2 Remove ADA Ramp 02 41 13 EA 30 1-3 Remove Concrete Drive 02 41 13 SF 2430 1-4 „Remove Concrete Pavement 02 41 13 SY 4540 1-5 Remove Concrete Curb 02 41 13 LF 4030 1-6 Remove 10' Curb Inlet 02 41 14 EA 7 1-7 Remove 15' Curb Inlet 02 41 14 EA 3 I-8 Remove 20' Curb Inlet 02 41 14 EA 1 1-9 `Manhole Adjustment, W/Cover 33 05 14 EA 5 1-10 Traffic Control 34 71 13 LS 1 1-11 Portable Message Sign 34 71 13 WK 8 1-12 Unclassified Excavation 31 23 16 CY 3000 1-13 Embankment 31 24 00 CY 200 1-14 SWPPP a 1 acre 31 25 00 LS 1 1-15 Bus Shelters (Black) 99 99 00 EA 3 I-16 Lime Material (42 Ibs/SY) 30 11 29 TON 44.5 1-17 6" Lime Treatment 31 11 29 SY 2120 1-18 6" Conc Pvmt 3211 29 SY 1890 1-19 9" Conc Pvmt 3213 13 SY 1850 1-20 4" Conc Sidewalk Stamped / Integral Colored 3213 20 SF 30979 1-21 4" Conc Sidewalk 33 13 20 SF 8300 I-22 6' Type 9-1 Ramp 3213 20 EA 24 1-23 6' Type M-1 Ramp 33 13 20 EA 1 I-23B CONC Ret Wall with Sidewalk, Face 32 3213 SF 615 I-23C CONC Ret Wall with Sidewalk, Sidewalk 32 32 13 SF 1230 1-24 18" RCP, Class III 33 41 10 LF 295 1-25 24" RCP, Class III 34 41 10 LF 120 1-26 30" RCP, Class III 33 41 10 LF 30 1-27 36" RCP, Class III 33 41 10 LF 30 1-28 /Concrete Collars 33 05 17 EA 22 1-29 10' Curb Inlet 33 49 20 EA 3 1-30 15' Curb Inlet 33 49 20 EA 1 1-31 20' Curb Inlet 33 49 20 EA 1 1-32 10' Open Back Inlet 33 49 20 EA 3 1-33 15' Open Back Inlet 33 49 20 EA 2 1-34 Concrete Flume 32 49 20 EA 5 1-35 Soil (Bioswale) 99 99 01 CY 225 1-36 Gravel (Bioswale) 99 99 01 CY 65 1-37 Geotextile Fabric (Bioswale) 99 99 01 SY 890 1-38 6" Pipe Underdrain, Type 8 (PVC) (Bioswale) 99 99 01 LF 150 1-39 8" Pipe Underdrain, Type 8 (PVC) (Bioswale) 99 99 01 LF 150 1-40 Medium Stone Riprap, grouted 31 37 00 SY 85 1-41 Gabion Flow Spreader (Bioswale) 31 36 00 CY 10 1-42 4" BRK Pvmt Marking (HAE) (W) 32 17 23 LF 1150 1-43 4" SLD Pvmt Marking (HAE) (W) 33 17 23 LF 13070 1-44 8" SLD Pvmt Marking (HAE) (W) 34 17 23 LF 3690 1-45 24" SLD Pvmt Marking (HAE) (W) 35 17 23 LF 630 1-46 18" Wide, 9' Long, 3' Spacing Pvmt Marking (HAE) (W) 36 17 23 LF 2740 1-47 Lane Legend (W) Bike Lane 32 17 23 EA 12 1-48 Furnishing and Installing Ground Mounted Sign, Assembly, Foundation 34 41 30 EA 21 I-48B furnish/Install Elec Ser Pedestal 26 05 00 EA 1 1-49 2" CONDT PVC SCH 80 (T) 26 05 33 LF 5050 1-50 2" CONDT PVC SCH 80 (B) 26 05 33 LF 695 1-51 6-6-6 Triplex Alum Elec Conductor 34 41 20 LF 6190 1-52 Salvage Street Light Pole 34 41 20 EA 57 1-53 Furnish/Install Rdwy Ilium Assmbly Special (Oleander) (LED) 34 41 20 EA 57 1-54 Furnish/Install Ped Ilium Assmbly (Oleander) (LED) 34 41 20 EA 68 1-55 Rdwy Ilium Foundation Ty 3 34 41 20 EA 1 1-56 Rdwy Ilium Foundation Ty 7 34 41 20 EA 68 1-57 Ground Box W/ Concrete Apron 34 41 20 EA 31 1-58 C1 Fiber Ground Box 99 99 00 EA 12 1-59 C3 Fiber Ground Box 99 99 00 EA 5 1-60 4" SCH 80 Multi Duct PVC (T) 99 99 00 LF 2840 1-61 4" SCH 80 Multi Duct PVC (B) 99 99 00 LF 4240 1-62 Block Sod Placement 32 91 19 SY 15030 1-63 Plant 4" Bioswale Groundcover 99 99 00 EA 1767 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 004100 00 43 13 004243 00 43 37 00 45 12 003513 Hid Proposal Wortbook_Addrndmn 3.rls 004243 BID PROPOSAL Page 2 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Biddefs Proposal Bidlist Description Specification Unit of Bid Item No. Section No. Measure Quantity I-63B Plant Class #1 Bioswale Plants 99 99 00 EA 60 1-64 Plant Class #3 Bioswale Plants 99 99 00 EA 99 1-65 plant 4" Groundcover 99 99 00 EA 1856 1-66 plant Class #3 Plants 99 99 00 EA 999 1-67 plant Class #45 Tree 99 99 00 EA 143 1-68 Plant Class #60 Tree 99 99 00 EA 190 1-70 ,Landscape Edge Detail 99 99 00 LF 900 1-71 Stamped Integral Colored Concrete Median (6") 99 99 00 SF 4760 1-72 Irrigation (Entire Project) 99 99 00 LS 1 1-73 Bench 99 99 00 EA 5 I-73B Bike Rack 99 99 00 EA 3 Unit Price Bid Value Total Base Bid Alternate Bld 11-1 24"x36" Standard Ground Box 99 99 00 EA 12 11-2 48"x48" Standard Ground Box 99 99 00 EA 5 11-3 4" Multi Duct HDPE (T) 99 99 00 LF 2840 11-4 4" Multi Duct HDPE (B) 99 99 00 LF 4240 11-4B 'REDUCTION: C1 Fiber Ground Box 99 99 00 EA 12 II-4C REDUCTION: C3 Fiber Ground Box 99 99 00 EA 5 II-4D REDUCTION: 4" SCH 80 Multi Duct PVC (T) 99 99 00 LF 2840 II-4E REDUCTION: 4" SCH 80 Multi Duct PVC (B) 99 99 00 LF 4240 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20/20120 Total Alternate Bidj END OF SECTION 004100 004313 004243 004337 004512 003513 Bid Proposal Workbook_Addrodum 3.xls 1 2 3 4 5 6 7 8 9 SECTION 00 0515 ADDENDUM No. 4 East Rosedale Street IH-35 to US 287 City Project No. 01894 Addendum No. 4 Issue Date: July 10, 2014 Bid Receipt Date: July 17, 2014 000515-1 Addendum 4 Page 1 of 1 SPENCER B. MAXWELL 0 99316 i 10 This addendum forms part of the Contract Documents referenced above and modifies the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Project Bid Opening to be changed from July 10, 2014 to July 17, 2014. 16 Modification to Bid Proposal: 17 a. No changes 18 2. Modification to Specifications: 19 a. No changes 20 3. Modification to Plans: 21 a. No changes 22 23 All other provisions of the contract documents, plans and specification shall remain unchanged. 24 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 25 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 26 time of bid submittal. 27 Receipt owledged: 28 By: McClendon Con ri »n Co„, Inc. 29 Company: l OCrail 9ur?osc , TX 76r 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET — IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 1 2 3 4 5 6 7 8 SECTION 00 05 15 ADDENDUM No. 5 East Rosedale Street IH-35 to US 287 City Project No. 01894 Addendum No. 5 Issue Date: July 15, 2014 Bid Receipt Date: July 17, 2014 000515-1 Addendum 5 Page 1 of 2 �E OF T{{{' �Poepeeeee... it- 1 �/ e% *7, OA :4 " e*r oreeeeeee8eeeeeeeeeeee0.eeeee 0, / CHRIS B. BOSCO / eoee000eeee000esooeE seoeee / ��oee 93679�% e�/CENSC�° �; ,�S�e' oeeeeeec — �r 1kfi• O �• 9 This addendum forms part of the Contract Documents referenced above and modifies the original 10 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 11 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 12 Proposal and on the outer envelope of your bid. 13 1. Summary of Contractor Questions. 14 Q: Can the contract time be extended beyond 150 days? 15 A: The contract time has been extended to 240 days? 16 Q: Who furnishes the meter pedestal, water taps and services for the irrigation? 17 How is the contractor to provide power source to controller? 18 A: Contractor provides irrigation meter pedestal, water taps and services. Contractor to 19 coordinate in construction electrical service. For electrical service contact Robert 20 Martinez at Oncor Electric at 817-215-6688. 21 Q: Can the top slab of the flume be cast in place instead of pre -cast? 22 A: The top slab of the flume can be poured in a second pour separate from the bottom of 23 the flume? 24 Q: Where is the sidewalk with the integral retaining wall? 25 A: The sidewalk with the retaining wall is to be on the back of the parking lot in front of 26 the community center between Evans and New York shown on sheet 46. 27 Q: Please clarify the pavement repair? 28 A: The pavement repaired in the street will be 8" CRCP per the detail FDR(CP)-05 with 29 a TxDOT Type II Curb. Pavement with the angled parking will be will follow typical 30 fort worth paving standards provided on sheets 55 and 55b. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 EAST ROSEDALE STREET —1H 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 000515-2 Addendum 5 Page 2 of 2 1 2 Q: Are there borders around any of the concrete sidewalks? 3 A: The concrete landscape curb detail will be on the outside of the plaza areas at 4 Mansfield Ave and STA 144. 5 Q: Is conduit used for the connection to the traffic signal cabinet from the ground 6 box subsidiary? 7 A: Yes, all items and work necessary for connection from the ground box to the existing 8 signal cabinet will by subsidiary to C3 ground box and the 48"x48" ground box. 9 Modification to Bid Proposal: 10 a. No Changes 11 2. Modification to Specifications: 12 a. No changes 13 3. Modification to Plans: 14 a. Revise Sheet 46 for retaining wall location. 15 b. Revise Sheet 55 for pavement reinforcement clarification. 16 c. Add Sheet 55b for pavement reinforcement clarification. 17 d. Add Sheet 55c for pavement reinforcement clarification. 18 e. Add Sheet 55d for pavement reinforcement clarification. 19 All other provisions of the contract documents, plans and specification shall remain unchanged. 20 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 21 the bid non -responsive. A signed copy of this addendum shall be placed into the Proposal at the 22 time of bid submittal. 23 Receip owledged: 24 By: McClendon C ru i •n Co„ Inc. 26 END OF SECTION lq,l1'1€st , TX 25 Company: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 EAST ROSEDALE STREET— IH 35-287 CITY PROJECT NO. 01894, DOE NO. 6836 TIE INTO EXIST. CURB STA. 107.97.86 OFF. 70.38' RT PT STA. 107.65.41 PT STA. 108.69.56 OFF. 36.50' RT OFF. 36.79' RT PC STA. 107.76.02 OFF. 36.50' RT O PT STA.107.95.09 OFF. 53.09' RT TIE INTO EXIST, CURB STA. 107.84.74 OFF, 81.63' LT"` TIE INTOa EXST. CURB yr I PC STA. 107.34.71 OFF. 44.76' LT PRC STA. 107-42.33 OFF. 41.27' LT INSTALL ='1 TYPE P-1 RAMP I�l PC STA.107.67-26 OFF.3 . 107.50 ' PT STA. .10 OFF. 37.73' 3' LT LT _ �los.00 a I PRC STA. 107.51.07 OFF. 40.41' RT _PT STA. 107.88.10 IA LIME zze ` OFF. 60.67' LT O.R. TIE INTO EXIST. CURB ROSEDALE 51 F STA. 108.17.34, OFF. 71.23' E LT PC 5TA.108.19.49 _-__-__-__------ OFF. 55.10' LT ---"-' PC STA. 107+36.03 OFF. 44.44'RT TIE INTO EXIST. CURB STA. 107,29 99 - INSTALL OFF. 44.40 RT -.' TYPE P-1 RAMP D Z !n D m INSTALL TYPE P-1 RAMP PT STA. 109.16.16 OFF. 47.53' LT PC STA. 108.53.44 OFF. 37.50' L T PT STA. 108.40.05 OFF. 3zsD'LT ROSEDALE ST �=oSE01 709.00 _ _ _ TIE INTO EXIST. CURB STA. 109.16-16 OFF. 50.41' LT PC STA. 109.45.09 OFF. 38.04' RT ,+_,_INSTALL }[811IH TYPE P-1 RAMP _L_ PC STA. 108.50.43 PRC STA.109.51.86 OFF. 58.52' RT OFF. 41.25' RT TIE INTO EXIST. CURB PT STA, 109.59.07 OFF. 44.50' RT 110000 TIE INTO EXIST CURB PC STA. 110.48.83 OFF. 3.58' RT TIE INTO EXIST. CURB / PC 5TA.109.89.25 OFF. 44.50'RT r'k''.." "n"31ft11ij0�1L1t��i} TIE INTO EXIST. CURB --__-_______---•------ STA. 108.52.05----'--_. _ OFF. 76.74' RT A7 \,.� BEGIN RET WALL' TIE INTO EXIST. CURB / \ STA 113.47.71 STA. 112.14.60 _ _ OFF. 80.71'LT OFF. 72.41' LT 71E' INTO=EXLSY. ('AR-B""- Si-A''-11274'0019, 9e`ET PC STA. 112.43,92,- OFF. 57.66' LT 1 INSTALL TYPE P 1 RAMP C1r1�T �1��j!1 N -• 11,1� ISICF ,y.,OL I' 111d oti!Fio.. LOT 3D PC ;; STA. i14.21.30 ---- a.OFF. 57.181T , 1 0144244114 `I- 11 :OFF 4164 LT ♦.7 01111 I , d♦ 10111ht °Y�♦ - - ' �� R LOOPAO.. -' ♦♦.'yvz - P PT STA. 114.24.83 - PC STA. 114 44 39 •-•-•♦•04, i ♦ p0: "%Sr. %P. Pi STA. t13•at.33 r;. OFF. 55.72 LT' OFF. 55 72 LT sb?A♦_ .a,_., OFF. 55.77 LT -�3R �....v.,.,�-2. .:.t. ppe�r, .`L�.. '$!$1! 441i44.1.bu,l.ld..d Raw L61• a �_ I�rN1 144� 4 u MR !_W 0, FORT WORN, Cr, OF O LOT 27 0 PRC STA.111.19.71 OFF. 2.31' LT IN.IAI TIE INTO EXIST. CURB I 1 LA STA. 111.61.07 1 f A OFF. 50.25' LT 1 1 I I PC STA.111.61.07 OFF. 47.66' LT PT STA. 111.71.07 OFF. 3 ,66' LT PC STA. 111.94.60 OFF. 37.66' LT i 75.52 455' LT TO EXIST. CURB STA.111.83.32 11 OFF. 44.70' RT •Tf " Y SM. 'z"-57 A. 111 86 78 --_ OFF, 44.6.4'-RS-= TIE INTO EXIST. CURB PRC STA. 111.94.4PT STA. 110.26 __ f_ 23 -- �F�4]3 RT T7PT A-430' RT '▪ p 1-PT STA.112.14.60 \ \p PC 5TA.113.38.09 OFF. 57.66' LT o, OFF. 37.64' LT PT STA. 112.63.96 PRC STA. 113.12.73 OFF. 37.66' LT OFF. 43.68' LT I- /TIE INTO EXIST.CURB PC STA 112.98 44 ✓ STA 1.2 48 34 OFF 7 52 LT OFF. 37 67 LT LLJ ROSE01:,- _ ▪ TIE INTO EXIST. CURB = STA. 112.06.81, OFF. 7.44' RT U PT STA.112.02.10 'r [OFF.37.52'RT Q I ,14PC STA.112.54.45 6'A410'OFF. 37.49' RT Ln a LLI PC STA. 112.80.92 0 OFF. 7.73' RT PRC 41.03STA.112.62.08 OFF. ' RT PRC STA. 113.40,06 OFF. 2.08' RT LIEE TIE INTO EXIST. CURB PT STA. 113.97.86 OFF. 3-58' LT END RET WALL``:. STA 115.70.68 'OFF. 65.18'LT-, s``e -- PC STA, 115.47.78-""" --- OFF. 55.73' LTi INSTALL TYPE P-1RAM PC STA. 115.45.96 / PT STA.1 .6959.71 OFF. 41.66' LT OFF. 37.65' LT PT 5OFFTA..1137.66' LT5.45.96 PC STA. 116.00.02 OFF. 377.66' LT -0" _ - _ _ _ _ _ - _'t''e•�-- _ .'-ii�00 _ _ _ PRC ST 115.7639 OFF_ 43. 8' LT ROSEDALE ST TIE INTO EXIST. CURB - - -PO-5'06 112.69-71' ` OFF. 44.56' RT PT STA. 115.92.87 OFF. 37.50' RT PRC STA. 115,85.20 OFF. 41.04' RT PT STA. 115.77.54 OFF. 44.59' RT TIE INTO EXIST. CURB STA. 115.67.54, OFF. 44.58 RT PC STA. 116.03.52 OFF. 37.51' RT PT STA. 116.18.21 OFF. 52.76' RT TIE INTO EXIST. CURB BOCK rE N p0 DLO AD�I aDDI3I�100 FRS RR R R STA. 1176.0 2 ^c I�OFF. 76.05' W ▪ INSTALL y TYPE P-1 RAMP 08 0 NL 3 1 1z TIE INTO EXIST. CURB STA. 116.20.27 OFF. 73.27' LT PT STA. 116.20.01 OFF. 57.33' L T INSTALL TYPE P-ORAMP MATCHLINE STA. 116.30 REVISIONS DATE 7-45-2015 FREESE 311190 90LSS Do'.onal Plaza, Suite 200 F:j-(17)72Vrrn" enj5741 Web-www.frebe.com NOTE: I EGEND 9" CONCRETE EXIST SUBGRADE TO REMAIN 6" CONCRETE 6 COMPACTED SUBGRADE 4"INTEGRAL COLORED STAMPED SIDEWALK 1. SIDEWALK TO 8E HERRINGBONE STAMP PATTERN 2. COLOR TO BE BUTTERFIELD U34 BRICK RED OR APPROVED EQUAL 0 10' 20' 0' 1' Ter. Reg nemd E,g+.s.nl ng FUm FYM4 CONSTRUCTION NOTES R WAUSAIIS uC StA4ITS9OifiBttW00ENOTm. IT.ACTiSnGALLO IAN FOLLOWINGATLFASfMA011R5PRIORTG EXCAVATINDA®r. Fm*Orecn0ON1 14147,8792 a! 1 sz TXUENBAGY AamTEDIREAC¢allES reI u DESIGNED: DRAWN: 1 eo6olo TT"`r- HORIZONTAL & VERTICAL CONTROL INTERNALF ALIPS cror.'o.7 �ar,Rrar 0001 uAPsO 142 rPWPR JECT.V7GT 8 000 Lam" 9PWPROJBCP ROWOR CITY OF FORT WORTH, TEXAS !T TRANSPORTATION AND PUBLIC WORKS r[ TRANSPORTATION PROGRAMMING & CAPITAL PROJECT DIVISION W U 6600 52E DATE: SHEET O 10/07/2013 46 OF 152 p4 ROSEDALE ENHANCEMENT IH-35W TO US-287 PAVING PLAN STA. 107+50 TO STA, 116+50 *4 BARS 0 12" 0.C.B.W. *5 x 50" DEFORMED BARS 30IMAXIMUAl CONTRACTION JOINT SPACING HALF -WAY BETWEEN CONTRACTION JOINT CONTRACTION JOINT PER 32 13 13-D515 /BAOC OF CURB TRANSVERSE CONSTRUCTION JOINT PER 32 13 13-0(51108 512) #5 113DEFORMED BARS DOWELED AND EPDXYED INTO — EXISTING PAVEMENT 0 12" 0.C. PAVEMENT EXISTING CONCRETE —\ EXISTING SUBGRADE — 6" MIN SAWED DUMMY PER 32 13 13-D516 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 PROPOSED PAVEMENT PER SECTION 32 13 13 CITY OF FORT WORTH, TEXAS EXPANSION CONSTRUCTION JOINT (BETWEEN EXIST AND PROP PAVEMENT) #4 BARS 0 12" 0.C.B.W. v2 REVISED: 08-31-2012 32 13 13-D514 BACK OF CURB' *10 x 1111" SMOOTH DOWEL BARS 0 12" 0.C. LONGITUDINAL CONSTRUCTION JOINT PER 32 13 13-0(511 OR 512) BA :2360730cR.MED #4 BARS 0 12' 0.C.B.W. FORT WORTH SEE NOTE 1 6" — PE TAMPED TOPSOIL IR 1=1 11=1 1 1=11 132 91 1SECTION9 —H111=111=1 7 1/f/f 72/ 1=111E-11—=1? , • 11=-_14-116=c1177-__1117-1_11i L611=1, i=rmLITri-=111 6" LIME TREATED SUBGRADE CITY OF FORT WORTH, TEXAS 12" STANDARD MONOLITHIC CURB COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 00 MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION REVISED: 01-06-2014 32 13 13-D525 44 B0 12" OC.B.ARSW. 1 T/2 410 x 24" SMOOTH EXPANSION JOINT, FORMED GROOVE ROUNDED TO YI' RADIUS WITH .LICONE JOINT SEALER AND REDWOOD EXP. JOINT FILLER PER 32 13 13-D517 -6-1M' MIN. CLEARANCE DOWEL ® 12' O.C. / DOWEL COATING W/GREASE DOWEL SUPPORT OR BASKET EXPANSION JOINT 32 13 13-D513 PR. POUR f LONGIN�iNii = 21 —" I1=11I-lu. q1j- //aa BARS®12' b.C.B.W. FIRST POUR SECOND POUR CONSTRICTION .21317 S UCONE1 JOINT SEALANT. PER 32 irsPIM s 95i DOWEL REEVE DR CAP TO FIT COWL AND BE SECURED BAR STOP 1I=I1 1h 11=11=11F71 F=111IL=111�14 TRANSVERSE; p6 50" DEFORMED BARS 0 12' D.C. LONGITUDINAL 45 x 42' DEFORMED BARS 0 36 0.C. TYPE 2 SECOND POUR CONSTRUCTION JOINT WIH SILICONE J01NT SEALANT PER 32 13 13-D510 • T/2 PROPOSED 6' LIME TREATED SUBSRADE .y„� �IIE-��J� �—III—IiI�II—III_II �IyJ_Ii �I i—lll PROPOSED 6' LIME 1 TREATED SUBGRAOE LAP BARS .061 FIRST POUR 40ABAR (DUM IAMETERS TYPE 1 CONSTRUCTION JOINT 32 13 13-D511 Wilco: Fort Werth k I 11.1,. bete- Ad - AV User. rnro kae: KNII,ronalps,v-trt-41-poveUf dgn R4 BARS 22 12' 0.C.B.W. r'�I�JIF�I�IILII�I��—rl�l g4 BARS 0 12- DOWEL SUPPORT 0R BASKET SAVED DUMMY JOINT PATH SILICONE RANT SEALANT PER 32 13 13-D516 PR0P05E0 6' LIME 1REATED SUBDRAOE RIO x IS' SMOOTH DOWEL BARS 0 12' O.0 CONTRACTION JOINT 32 13 13-D515 SAWED DUMMY JOINT WERT SILICONE JOINT SEALANT PER 32 13 13-D518 =1I1=11 L1- If.=111� I!� PROPOSED B' LIME TREATED SUBORADE SAWED DUMMY JOINT 32 13 13-D516 3J8" DIA. CLOSED CELL EANDED OLL HY PPOLENE ROAN BACKER ROD SAWED JOINT DETAIL 32 13 13-D518 �OSEALOANiT 1 CLYETHYL.; T 1. BOND BREAf� �, DISTANCE BETWEEN EXPANSIGN JOINTS VARES 11000 MAXWMI 30'M000440 CONTRACTION JOINT SPACING HALF -WAY BETWEEN CONTRACTION JOINTS EXPANSKW JNNT PER BARS 0 12" O.C.B.W. PERr3Y Ei3 13-OS�B T 32 13 U-0K513 OR 514, IMtg4 ', III�IttrE'I�Iel�l��i�I�i�i I Ir��Ir�TaT�IT�II�IaiE�ia 2' CLEAR I 2" CLEAR FORMEDRC ,/a COVE TD REDW050 FX1041 LLER REDWOOD EXPANSION JOINT 32 13 13-D517 005 3301J013 0515 / PiAVEU l.r 000N5CTIWI / 32 13 13 LONGITUDINAL PAVING SECTION 32 13 13-D519 31 PROPOSED 6" LIME TREATED SUBGRADE 2" CLEAR 1 1 1 2" CLEAR FULL DEPTH REPAIR NOTSEE ESGENERAL REPAIR AREA 7 SEE NOTES FOR TIEBAR 6' MIN. SEE NOTES ANO TALBE N0.1 FOR REINFORCEMENTS REQUIREMENTS REINFORCEMENTS REQUIREMENTS REINFORCING STEEL SHALL BE .6 DEFORMED STEEL BARS CONFORMING TO ASTM A 615 (GRADE 60) OR ASTM A 996 (GRADE 60). ALF OR FULL LANE WIDTH R1. THE STEEL SPACING FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) ANO JOINTED REINFORCED CONCRETE PAVEMENT (JRCP) SHALL BE REINFORCED AS SHOWN IN TABLE N0.1. R2 REINFORCING BARS SHALL BE PLACED IN ONE LAYER AND SHALL BE TIED TO THE TIEBARS. R3. THE LENGTH OF THE REINFORCING BAR SHALL BE THE LENGTH OR WIDTH OF THE REPAIR AREA MINUS 2 INCHES. THE END OF THE BAR SHALL BE PLACED WITHIN 1 INCH FROM THE REPAIR EDGE. TIEBARS FOR REPAIR AREAS TI. TIEBARS SHALL BE PLACED AT APPROXIMATELY THE MID -DEPTH OF SLAB. THE BOTTOM OF THE HOLE DRILLED FOR THE LONGITUDINAL BARS SHALL BE AT MID -DEPTH AND THE TOP OF THE HOLES DRILLED FOR THE TRANSVERSE BARS SHALL BE AT MID -DEPTH. MID -DEPTH WILL BE ESTABLISHED BY MEASURING FROM THE TOP OF THE SLAB DOWN. THE THICKNESS OF THE CONCRETE SLAB WILL BE DEFINED BY THE PLANS OR THE ENGINEER. T2. THE BAR SIZE AND SPACING OF TIEBARS ARE SHOWN IN TABLE N0. 1. T3. THE MINIMUM LENGTH OF TIEBARS EXTENDED INTO THE REPAIR AREA SHOULD BE 25 INCHES FOR A tt6 BAR. T4. THE TIEBAR SHALL BE GROUTED INTO THE EXISTING CONCRETE A MINIMUM OF 12 INCHES. BEFORE REPAIR WORK, DEMONSTRATE THAT THE BONO STRENGTH OF THE EPDXY -GROUTED TIEBARS MEETS THE REQUIREMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. T5. MULTIPLE PIECE TIEBARS SHALL BE USED WHEN THE REPAIR AREA MUST BE PLACED IN TWO STAGES DUE TO SEQUENCE OF CONSTRUCTION. FULL DEPTH TRANSVERSE JOINT REPAIR REPAIR AREA 7 SEE ESGENERAL NOT REPAIR TRANSVERSE JOINT AREA 7 38" MIN. 138" IN. 1/2 DOWEL LENGTH( I I DOWEL COATED TO - PREVENT BOND SEE NOTES - FOR TIEBAR SAW CUT DEPTH: MIN.T/3 JOINT SEALS: METHOD A OR B T 1 SEE NOTES FOR DOWELS AND TABLE N0.2 TRANSVERSE CONTRACTION JOINT DOWELS FOR TRANSVERSE JOINT REPAIRS D1. SMOOTH DOWEL BARS SHALL BE DELIVERED TO THE JOBS SITE IN PREFABRICATED DOWEL ASSEMBLIES. THE ENTIRE DOWEL BAR SHALL BE COATED WITH A MATERIAL WHICH WILL PREVENT BONDING TO THE CONCRETE. D2. THE SIZE AND SPACING OF DOWEL BARS SHALL BE AS SHOWN IN TABLE N0.2. D3. PLACEMENT OF TIEBARS AND OTHER REINFORCING STEEL SHALL BE STOPPED APPROXIMATELY 4" FROM THE DOWEL BAR ASSEMBLY. D4. DOWEL BAR PLACEMENT SHALL MEET THE REQUIREMENTS OF ITEM 360, "CONCRETE PAVEMENT." TYPE OF REINFORCEMENTS TRANSVERSE BARS LONGITUDINAL BARS TABLE N0. 1 STEEL BARS SIZE AND SPACING TYPE PAVEMENT PAVEMENT THICKNESS INCHES) TIEBARS REGULAR REBARS SIZE BAR (BAR N0.) ALL 1 tt6 ALL 8 9 CROP 10 11 2 12 JRCP ALL I JCP (CPCD) CRCP JRCP JCP I CPCD) BAR SPACING (INCHES) SIZE BAR (BAR NO.) 24 tt6 tt6 1 24 .6 1 9 tt6 tt6 46 tt6 7 6. 5 tt6 12 ALL 1 46 NONE tt6 tt6 46 tt6 =6 tt6 12 1 NONE SPACING (INCHES) 24 NONE 9 8 7 6. 5 6 24 NONE GENERAL NOTES: 1. ITEM 361, "FULL -DEPTH REPAIR OF CONCRETE PAVEMENT," SHALL GOVERN FOR THIS WORK. THE FOLLOWING SPECIFICATIONS ARE REFERENCED IN ITEM 361. « ITEM 360, ' CONCRETE PAVEMENT " x ITEM 421, " HYDRAULIC CEMENT CONCRETE " • ITEM 438, " CLEANING AND SEALING JOINTS AND CRACKS (RIGID PAVEMENT AND BRIDGE DECKS) " • ITEM 440, " REINFORCING STEEL" s DM5-4650, " HYDRAULIC CEMENT CONCRETE CURING MATERIALS AND EVAPORATION RETARDANTS" DM5-6100, " EPDXIES AND ADHESIVES " * DM5-6310, " JOINT SEALANTS AND FILLERS' 2. 3. 4. FULL DEPTH SAW CUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA TO BE REPAIRED. THE CUT SHALL BE MADE AT A RIGHT ANGLE TO THE PAVEMENT EDGE AND TO THE CENTER LINE OF THE PAVEMENT. LONGITUDINAL. FULL DEPTH SAW CUTS SHALL BE AT EXISTING LONGITUDINAL JOINTS. ADDITIONAL SAW CUTS MAY BE REQUIRED WITHIN THE AREA OF THE REPAIR TO FACILITATE REMOVAL OF THE CONCRETE OR TO ALLEVIATE BINDING OF THE FULL DEPTH SAW CUT AT THE REPAIR EDGE. 5. THE SAW CUTS WHICH EXTEND OUTSIDE THE AREA OF THE REPAIR WILL BE CLEANED AND FILLED WITH A GROUT APPROVED BY THE ENGINEER. 6. EXISTING LONGITUDINAL AND TRANSVERSE JOINTS REMOVED DUE TO REPAIR OPERATION SHOULD BE RESTORED IN ACCORDANCE WITH STANDARD SHEET "CONCRETE PAVING DETAILS, JOINT SEALS." TABLE N0. 2 DOWELS (SMOOTH BARS) PAVEMENT THICKNESS SIZE AND DIA. LENGTH (INCHES) )INCHES) 8 tt8 (1 IN.) 9 tt9 (HA IN. ) 2)0 410 (P/0IN.) ALL BARS FIRST & LAST SPACING AT END OR SIDE (INCHES) 12 12 12 12 12 12 12 12 SPACING (INCHES) Texas Department of Transportation FULL DEPTH REPAIR FOR CONCRETE PAVEMENT TILE. fdrep05.dgn ©TxDOT Septe.HrPETISIONS 1999 FDR(CP)-05 Design DNlsion Standard pro co, ix OT <n�LJoa ox, He Hain. Bar B- Permissible t Construction 3�z1 Joint (See Note 12) 2". 6" 1 _Profile Grade Line_ (See Note 10) i2" t0 4" Permissible Construction Joint (See Note 12) — — - Usual Pavement Steel (See Note 12) TYPE I CURB (MONOLITHIC) 2" - 4" HEIGHT 6" 12" 2 { ry Permissible Construction Joint Profile Grade Line (See Note 10) 15" Or 5 3/9 y27 Usual Pavement Steel (See Note 12) TYPE II CURB (MONOLITHIC) 5" - 5 3/4" HEIGHT Profile Grade Line (See Note 10) F1" /12" to 4" 5•• �� Asphalt or Concrete Pavement TYPE III CURB (KEYED) 2" - 4" HEIGHT •N 2' Profile Grade Line (See Note 10) 1 � Permissible t 5" I� Construction Joint 15"or5X," Asphalt or Concrete Pavement TYPE IV CURB (KEYED) 5" - 5 314" HEIGHT Profile Grade Line (See Note 10) 11 12" to 4" 111Bar C T' TYPE I CURB 2" - 4" HEIGHT 2" Profile Grade Line (See Note 10) 15" or 5 1/2" /-Bar C -f 2T TYPE II CURB 5" - 5 %4" HEIGHT Permissible Construction Joint (See Note 12) 24" Profile Grade Line General Notes (See Note 10) 21/2"1 112"" 3_• • t/zT 21/z Profile Grade Line (See Note 10) for curb heist. 5" Ifor curb height= 5 Y)" 5" or 5 Y" -12T TYPE IIa CURB 5" - 5 3/4" HEIGHT /2" Wide Expansion Joint Materal-1 Top 0f Curb Top of Pavement 2 ea - '/s"x 24" Smooth Dowels /2T1 10" 1. All materials and construction shall be in oo0ordonoe with Item 529, 'Concrete Curb, Gutter, and Combined to 4" Curb and Gutter." 11. TYPE I CURB AND GUTTER 2" - 4" HEIGHT 2" 24" Profile Grade Line (See Note 10) 1 5" or 5 %" 2. Concrete shall be Class A. 3. When reinforcing bors are used, they shall be No.4 unless otherwise shown. The use of synthetic fiber in lieu of steel reinforcing i5 a0ceptoble, provided the fiber producer s on the Deportment Producer List (MPL), maintained by TxDOT, Construction Division. 4. Round exposed sharp edges with a rounding tool, to a minimum radius of 5. All existing curbs and driveways to be removed shall be sawed or removed at existing joints. 6. Where concrete curb is placed on existing concrete pavement, the pavement shall bedrilled and the reinforcing bors grouted in place. 7. Expansion and contraction joints shall be constructed to match pavement joints in all Curbs and curb and gutter adjacent to jointed concrete pavement. Where placement of curb or curb and gutter is not adjacent to concrete pavement, expansion joints Shall be provided at structures, curb returns at streets, and at locations directed by The Engineer. • 8. Vertical and horizontal dowel bors ond tronsverse 1/27 reinforcing Dors shall be placed at four feet C-C. TYPE II CURB AND GUTTER/ 5" - 5 74" HEIGHT Use 2 layers of roofing felt to wrap bars and plug end 14" EXPANSION JOINT DETAIL /2 T 24" Profile Grade Line (See Note 10) for curb height. 5 V" for curb height= 5 15" or 5 3'4' IT • TYPE IIa CURB AND GUTTER 5" - 5 3/4" HEIGHT Curb Transition Note: Field conditions may require a longer or shorter transition, and shall be shown elsewhere in the plans,or as directed by the Engineer. 10'-0" Curb Transition (0" to 2"), (See Curb Transition Note) - Top of Curb \-Top of Pavement IT CURB TRANSITION Note: To be paid for as Highest Curb 9. Dimension 'T' shown is the thickness of concrete pavement. When curb is installed adjacent to flexible pavement dimension 'T' is 8" maximum. 10. Usual profile grade line. Refer to typical sections and plan -profile sheets for exact locations. 11, one-half inch expansion joint material shall be provided where curb or curb and gutter is adjacent to sidewalk or riprop. 12. When vertical permissible construction joints are used, resulting in a longitudinal construction joint in the pavement, the longitudinal pavement steel shall be placed in occordonce with pavement details shown elsewhere in the plans for longitudinal construction joints. Reinforcing steel for curb section shall then conform to that required for concrete curb. Varies BAR B I Change in Height AlAw 000512 ©TPROT 5 95 REVI51oNz 12" BAR C ,Texas Department of Transportation Design D84 en Standard CONCRETE CURB AND CURB AND GUTTER CCCG-12 ow TAPPT fCz. PIA. Iom YP 1 WILLIM 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of East Rosedale Street 35-287, Project No. 01894 will be 5 received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 until {1:30 P.M. CST, Thursday, July 17, 2014}, and bids will be opened publicly and read aloud 12 at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: The project includes but is not 16 limited to 1850 SY 9" Concrete Pavement, 1890 SY 6" Concrete Pavement, 2120 SY 6" Lime 17 treated Subgrade, 57 Street Lights, 68 Pedestrian Lights, 7080 LF Fiber Conduit, 340 Trees and 18 construction of 5 bioswales. 19 20 PREQUALIFICATION 21 The improvements included in this project must be perfoiiued by a contractor who is pre- 22 qualified by the City at the time of bid opening. The procedures for qualification and pre- 23 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCUREMENTS 26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasin / and 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 29 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 30 suppliers. 31 32 Copies of the Bidding and Contract Documents may be purchased from Freese and Nichols at 33 4055 International Plaza Suite 200, Fort Worth 76109. All requests of plans to be made to Mitch 34 Aiton at mra@freese.com or 817-735-7583 at least 24 hours prior to pickup. 35 36 The cost of Bidding and Contract Documents is: 37 Set of Bidding and Contract Documents with full size drawings: $150 38 Set of Bidding and Contract Documents with half size (if available) drawings: $100 39 40 PREBID CONFERENCE 41 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 42 BIDDERS at the following location, date, and time: 43 DATE: Tuesday, June 24, 2014 44 TIME: 10:00 AM 45 PLACE: 5001 James Ave 46 Fort Worth, Texas 76115 47 LOCATION: Conference Room 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01984 001113-2 INVITATION TO BIDDERS 1 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 2 City reserves the right to waive irregularities and to accept or reject bids. 3 4 INQUIRIES 5 All inquiries relative to this procurement should be addressed to the following: 6 Attn: Dena Johnson, PE, City of Fort Worth 7 Email: denaj ohnson@fortworthtexas.gov 8 Phone: 817-392-7866 9 AND/OR 10 Attn: Chris Bosco, Freese and Nichols 11 Email: cb@freese.com 12 Phone: 817-735-7359 13 14 ADVERTISEMENT DATES 15 June 12, 2014 16 June 19, 2014 17 18 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 East Rosedale Street 35-287 #01984 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving — Requirements document located at; 40 https://proi ectpoint.buzzsaw.com/fortworthgov/Resources/02%20-, 41 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 42%20Contractor%20Prequalification%20Program/PREOUALIFICATION%2OREQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 46 https ://proi ectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 47 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 48%20Contractor%20Prequalification%20Proaram/PREQUALIFICATION%2OREQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS .PDF ?public CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 2 3.1.3. Water and Sanitary Sewer — Requirements document located at; 3 https://vroiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%20Documents/Contractor%20Preaualification/Water%20and%2 5 OSanitarv%20Sewer%20Contractor%20Predualification%20Proaram/WSS%20Dre 6 dual%20requirements.doc?public 7 8 9 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 10 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 11 45 11, BIDDERS PREQUALIFICATIONS. 12 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 18 bidder(s) for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information, a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested, may be grounds 26 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4. In addition to prequalification, additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 32 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 33 34 4.1. Before submitting a Bid, each Bidder shall: 35 36 4.1.1. Examine and carefully study the Contract Documents and other related data 37 identified in the Bidding Documents (including "technical data" referred to in 38 Paragraph 4.2. below). No information given by City or any representative of the 39 City other than that contained in the Contract Documents and officially 40 promulgated addenda thereto, shall be binding upon the City. 41 42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 43 site conditions that may affect cost, progress, performance or furnishing of the 44 Work. 45 46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 47 progress, performance or furnishing of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site (except Underground Facilities) that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the four of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents. No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations, tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations, tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its ;Conner 24 conditions upon completion of such explorations, investigations, tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work, time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research, tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima -facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be petiuitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general infottuation only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures (except Underground Facilities) which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations, opinions or information. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means, methods, techniques, sequences or 17 procedures of construction (if any) that may be shown or indicated or expressly required 18 by the Contract Documents, (iii) that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work, Etc. 32 33 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits, and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth, TX 76102 21 Attn: Dena Johnson, PE, City of Fort Worth Transportation and Public Works 22 Fax: 817-392-6543 23 Email: Dena.Johnson@fortworthtexas.gov 24 Phone: 817-392-7866 25 26 27 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 28 City. 29 30 6.3. Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>. 31 32 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 33 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 34 Project. Bidders are encouraged to attend and participate in the conference. City will 35 transmit to all prospective Bidders of record such Addenda as City considers necessary 36 in response to questions arising at the conference. Oral statements may not be relied 37 upon and will not be binding or legally effective. 38 39 7. Bid Security 40 41 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 42 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 43 the requirements of Paragraphs 5.01 of the General Conditions. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Forma as appropriate. The Forms including documentation must be received 37 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the filar shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Forru. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 46 marked with the City Project Number, Project title, the name and address of Bidder, and 47 accompanied by the Bid security and other required documents. If the Bid is sent through the 48 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 49 with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 4 withdrawn prior to the time set for bid opening. A request for withdrawal must be 5 made in writing by an appropriate document duly executed in the manner that a Bid 6 must be executed and delivered to the place where Bids are to be submitted at any 7 time prior to the opening of Bids. After all Bids not requested for withdrawal are 8 opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perfotiil and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perfouii with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East Rosedale Street 35-287 #01894 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIQ.odf htto://www.ethics.state.txus/forms/CIS.Ddf CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: McClendon Construction Co, Inc By: Dan ndon PO Box 999 Signature:/�,e/ Burleson, TX 76097 Title: END OF SECTION President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: #01894 Units/Sections: Unit I Paving and Drainage Unit II Illumination Unit III Landscape and Irrigation 1. Enter Into Agreement East Rosedale Street 35-287 00 41 00 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 5 00 42 43 BID PROPOSAL Pape 1 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity 1-1 Remove Sidewalk 02 41 13 SF 13880 $4.00 $55,520.00 1-2 Remove ADA Ramp 02 41 13 EA 30 $325.00 $9,750.00 1-3 Remove Concrete Drive 02 41 13 SF 2430 $4.00 $9,720.00 1-4 Remove Concrete Pavement 02 41 13 SY 4540 $24.00 $108,960.00 1-5 Remove Concrete Curb 02 41 13 LF 4030 $9.00 $36,270.00 1-6 Remove 10' Curb Inlet 02 41 14 EA 7 $1,500.00 $10,500.00 1-7 Remove 15' Curb Inlet 02 41 14 EA 3 $1,650.00 $4,950.00 1-8 Remove 20' Curb Inlet 02 41 14 EA 1 $1,700.00 $1,700.00 1-9 Manhole Adjustment, W/Cover 33 05 14 EA 5 $1,150.00 $5,750.00 I-10 Traffic Control 34 71 13 LS 1 $99,950.00 $99,950.00 1-11 Portable Message Sign 34 71 13 WK 8 $450.00 $3,600.00 1-12 Unclassified Excavation 31 23 16 CY 3000 $29.00 $ 87,000.00 1-13 Embankment 31 24 00 CY 200 $21.00 $4,200.00 1-14 SWPPP >_ 1 acre 31 25 00 LS 1 $9,375.00 $9,375.00 1-15 Bus Shelters (Black) 99 99 00 EA 3 $950.00 $2,850.00 1-16 Lime Material (42Ibs/SY) 30 11 29 TON 44.5 $160.00 $7,120.00 1-17 6" Lime Treatment 31 11 29 SY 2120 $6.50 $13,780.00 I-18 6" Conc Pvmt 32 11 29 SY 1890 $50.00 $94,500.00 1-19 9" Conc Pvmt 32 13 13 SY 1850 $87.50 $161,875.00 1-20 4" Conc Sidewalk Stamped / Integral Colored 32 13 20 SF 30979 $8.50 $263,321.50 1-21 4" Conc Sidewalk 33 13 20 SF 8300 $6.50 $53,950.00 1-22 6' Type 9-1 Ramp 32 13 20 EA 24 $1,400.00 $33,600.00 1-23 6' Type M-1 Ramp 33 13 20 EA 1 $1,500.00 _ $1,500.00 1-23B CONC Ret Wall with Sidewalk, Face 32 32 13 SF 615 $34.50 $21,217.50 I-23C CONC Ret Wall with Sidewalk, Sidewalk 32 32 13 SF 1230 _ $12.50 $15,375.00 1-24 18" RCP, Class III 33 41 10 LF 295 -_ $105.00 $30,975.00 1-25 24" RCP, Class III 34 41 10 LF 120 $115.00 $13,800.00 1-26 30" RCP, Class III 33 41 10 LF 30 $135.00 $4,050.00 1-27 36" RCP, Class III 33 41 10 LF 30 $165.00 $4,950.00 1-28 Concrete Collars 33 05 17 EA 22 $550.00 $12,100.00 1-29 10' Curb Inlet 33 49 20 EA 3 $3,500.00 $10,500.00 1-30 15' Curb Inlet 33 49 20 EA 1 $5,100.00 $5,100.00 1-31 _720' Curb Inlet 33 49 20 EA 1 $6,500.00 $6,500.00 1-32 10' Open Back Inlet 33 49 20 EA 3 $3,800.00 $11,400.00 1-33 15' Open Back Inlet 33 49 20 EA 2 $5,250.00 $10,500.00 1-34 Concrete Flume 32 49 20 EA 5 $2,850.00 $14,250.00 1-35 Soil (Bioswale) 99 99 01 CY 225 $65.00 $14,625.00 1-36 Gravel (Bioswale) 99 99 01 CY 65 $87.00 $5,655.00 1-37 Geotextile Fabric (Bioswale) 99 99 01 SY 890 $3.25 $2,892.50 1-38 6" Pipe Underdrain, Type 8 (PVC) (Bioswale) 99 99 01 LF 150 $28.00 $4,200.00 __ 1-39 __ 8" Pipe Underdrain, Type 8 (PVC) (Bioswale) 99 99 01 LF 150 $31.00 $4,650.00 1-40 Medium Stone Riprap, grouted 31 37 00 SY 85 $32.00 $2,720.00 1-41 Gabion Flow Spreader (Bioswale) 31 36 00 CY 10 $300.00 $3,000.00 1-42 4" BRK Pvmt Marking (HAE) (W) 32 17 23 LF 1150 $1.25 $1,437.50 1-43 4" SLD Pvmt Marking (HAE) (W) 33 17 23 LF 13070 $0.85 $11,109.50 1-44 8" SLD Pvmt Marking (HAE) (W) 34 17 23 LF 3690 $1.40 $5,166.00 1-45 24" SLD Pvmt Marking (HAE) (W) 35 17 23 LF 630 $5.00 $3,150.00 1-46 18" Wide, 9' Long, 3' Spacing Pvmt Marking (HAE) (W) 36 17 23 LF 2740 $4.00 $ 10,960.00 1-47 Lane Legend (W) Bike Lane 32 17 23 EA 12 $450.00 $5,400.00 1-48 Fumishing and Installing Ground Mounted Sign, Assembly, Foundation 34 41 30 EA 21 $600.00 $12,600.00 I-48B Fumish/Install Elec Ser Pedestal 26 05 00 EA 1 $3,709.00 $3,709.00 1-49 2" CONDT PVC SCH 80 (T) 26 05 33 LF 5050 $6.60 $33,330.00 1-50 2" CONDT PVC SCH 80 (B) 26 05 33 LF 695 $11.74 $8,159.30 1-51 6-6-6 Triplex Alum Elec Conductor 34 41 20 LF 6190 $1.69 $10,461.10 1-52 Salvage Street Light Pole 34 41 20 EA 57 $194.00 $11,058.00 1-53 Fumish/Install Rdwy Illum Assmbly Special (Oleander) (LED) 34 41 20 EA 57 $5,266_00 $300,162.00 1-54 Fumish/Install Ped Illum Assmbly (Oleander) (LED) 34 41 20 EA 68 $2,670.00 $181,560.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Faun Revised 20120120 Copy of00 4100_00 43 13_00 42 4300 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addeodum 5 00 42 43 BID PROPOSAL Paget oft SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application BidlistItem No. 1-55 Rdwy Illum Foundation Ty 3 1-56 Rdwy Ilium Foundation Ty 7 1-57 Ground Box W/ Concrete Apron TI-58 C1 Fiber Ground Box 1-59 C3 Fiber Ground Box I-60 4" SCH 80 Multi Duct PVC (T) 1-61 4" SCH 80 Multi Duct PVC (B) 1-62 Block Sod Placement 1-63 Plant 4" Bioswale Groundcover 1-63B Plant Class #1 Bioswale Plants 1-64 Plant Class #3 Bioswale Plants 1-65 Plant 4" Groundcover 1-66 Plant Class #3 Plants 1-67 Plant Class #45 Tree 1-68 Plant Class #60 Tree 1-70 Landscape Edge Detail I-71 Stamped Integral Colored Concrete Median (6") 1-72 Irrigation (Entire Project) 1-73 Bench 1-73B Bike Rack Project Item Information Bidder's Proposal Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity 34 41 20 EA 1 $1,301.00 $1,301.00 34 41 20 EA 68 $1,001.00 $68,068.00 34 41 20 EA 31 $477.00 $14,787.00 99 99 00 EA 12 $3,128.00 $37,536.00 99 99 00 EA 5 $2,190.00 $10,950.00 99 99 00 LF 2840 $12.12 $34,420.80 99 99 00 LF 4240 $20.55 $87,132.00 32 91 19 SY 15030 $3.00 $45,090.00 99 99 00 EA 1767 $5.00 $8,835.00 99 99 00 EA 60 $10.50 $630.00 99 99 00 EA 99 $25.00 $2,475.00 99 99 00 EA 1856 $5.00 $9,280.00 99 99 00 EA 999 $25.00 $24,975.00 99 99 00 EA 143 $495.00 $70,785.00 99 99 00 EA 190 $595.00 0113,050.00 99 99 00 LF 900 $14.00 $12,600.00 99 99 00 SF 4760 $12.50 $59,500.00 99 99 00 LS 1 $171,250.00 $171,250.00 99 99 00 EA 5 $1,600.00 $8,000.00 99 99 00 EA 3 $1,000.00 $3,000.00 Total Base Bid $2,660,128.70 Altemate Bid 11-1 24"x36" Standard Ground Box 99 99 00 EA 12 $2,190.00 $26,280.00 11-2 48"x48" Standard Ground Box 99 99 00 EA 5 $3,128.00 $15,640.00 11-3 4" Multi Duct HDPE (T) 99 99 00 LF 2840 $13.12 $37,260.80 11-4 4" Multi Duct HDPE (B) 99 99 00 LF 4240 $21.55 $91,372.00 II-4B REDUCTION: C1 Fiber Ground Box 99 99 00 EA 12 $3,128.00 $37,536.00 II-4C REDUCTION: C3 Fiber Ground Box 99 99 00 EA 5 $2,190.00 $10,950.00 II-4D REDUCTION: 4" SCH 80 Multi Duct PVC (1) 99 99 00 LF 2840 $12.12 $34,420.80 11-4E REDUCTION: 4" SCH 80 Multi Duct PVC (B) 99 99 00 LF 4240 $20_55 $87,1322.00 Total Alternate Bid $2,660,642.70 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS For" Revised 20120120 Copyof004100 004313 00 42 43 004337 004512 003513 Bid Proposal WarkbooL'_Addmdum5 KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) called the Principal, and (Surety Name) 00 43 13 BID BOND Page 1 of 1 SECTION 00 43 13 BID BOND Company Name Here hereinafter Surety Name Here a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Spell Out Numbers Here and No/100 Dollars ($ Nu rrterals Here j.00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as East Rosedale Street 35-287 0 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this day of By: Company Name Here *By: Surety Name Here , 2014. (Signature and Title of Principal) (Signature of Attorney -of -Fact) *Attach Power of Attorney (Surety) for Attorney -in -Fact END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Impressed Surety Seal Only 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: McClendon Construction Co, Inc PO Box 999 Burleson, TX 76097 END OF SECTION Bv.!an McClendon (ignature) Title: President Date: 7�iz��z9 / y r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 3 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address wwvv.window.state.tx.us/taxuermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the filum for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 4 5 6 7 8 00 45 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Concrete Paving Roadway and Pedestrian Lighting 0 0 Contractor/Subcontractor Company Name Prequalification Expiration Date McClendon Construction Co Inc 1/1/2015 Independent Utility Construction Inc Company Name Her or space Co pony Narrle mere or space Date Here or space Cate Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Company, Inc PO Box 999 Burleson, TX 76097 (Signature) Title: President Date: END OF SECTION 77/7 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 5 004526-1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW Page l of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 01894. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: to 12 Compay%' DAB Mgt t I'•�DCN, PRESIDENT IDENT 11 a 459_.ENDON CONC T. CO., INC. By: mleasePrint) 13 .P.O. O.X 996 14 72U •- Signature: 15 Address 16 17 Title: 18 City/State/Zip 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME, xhe u ersi ed authority, on this day personally appeared 26 , known to me to be the person whose name is 27 su scribed to the foregoing trumen and ac owledged o me that he/she executed the same as 28 the act and deed of ,,l lz. a a•A • v iephot for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 32 33 34 35 36 37 38 39 GIVEN UND R MY HAND AND SEAL OF OFFICE this ,P , 20 )41 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (lslease Print) day of ry'ublic in and for ate of Texas .0s.:(4.49, JUSTIN K. BLAIR *+ NOTARY PUBLIC STATE OF TEXAS '� COMMMSSION EXPIRES: +' 02-05-2017 East Rosedale Street 35-287 #01894 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 18% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Foiiil and a SBE Utilization Foiiii to be 17 deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 25 3. Good Faith Effort documentation, or; 26 4. Waiver documentation. 27 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- 28 responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 The applicable documents must be received by the Managing Department, within the following 32 times allocated, in order for the entire bid to be considered responsive to the specifications. The 33 Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing 34 Department and obtain a date/time receipt. Such receipt shall be evidence that the City_ received the 35 documentation in the time allocated. A faxed copy will not be accepted _ 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if no MBE participation: the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Foim, if firm will received by 5:00 p.m., five (5) City business days after perform all subcontracting/supplier work: the bid opening date, exclusive of the bid opening date. 5. Joint Venture Foiiu, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after to meet or exceed goal. the bid opening date, exclusive of the bid opening date. 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on September 9, 2014 is made by and between the City of 4 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 5 Manager, ("City"), and McClendon Construction Company, Inc., authorized to do business in 6 Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 East Rosedale Street 35-287 16 City Protect No. 01894 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Six Hundred Fifty and no/100 Dollars ($650.00) for each day that expires after the 33 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 34 of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011August 17, 2012 East Rosedale Street 35-287 City Project No. 01894 005243-2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Two Million, Six Hundred Sixty Thousand, Six 38 Hundred Forty -Two and 70/100 Dollars ($2, 660, 642.70). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non -Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MWBE MBE and/or SBE Commitment Foun 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if .issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011August 17, 2012 East Rosedale Street 35-287 City Project No. 01894 005243-3 Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to overate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in nart, bv anv act. omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to overate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in nart, 93 by anv act, omission or neeligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. s`'' 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011August 17, 2012 East Rosedale Street 35-287 City Project No. 01894 00 52 43 - 4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties (",: ective Date"). 127 Contractor: ' thCLENDON CO6 ST. CO, Ci 128 129 130 131 132 133 134 135 136 137 DAN McCLENDON, PRESIDENT (Printed Name) Address: P.O. Box gos UR ..ESON, Tx 700,q7 City/State/Zip: Bv: F rn. I do Costa Assistant City Manager to Form and Lega Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED. Doug W. Versig, P.E. DIRECTOR, Transportation and Public Works Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011August 17, 2012 East Rosedale Street 35-287 City Project No. 01894 Bond No. - TXC 606033 2 3 4 THE STATE OP TEXAS 5 6 COUNTY OF TARRANT 7 0041 1=- 1 PERFORMANCE BOND Paget or2 SECTION 00 6113 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: 8 That we, McClendon Construction Company, Inc., known as "Principal" herein and 9 Merchants Bonding Company , a corporate surety(sureties. if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of; TWO MILLION, SIX 13 HUNDRED SIXTY THOUSAND, SIX HUNDRED FORTY-TWO AND 70/100 DOLLARS 14 ($2.660,642.70). lawful money of the United States. to be paid in Fort Worth. Tarrant County. 15 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 16 executors, administrators,;successors and assigns, jointly and severally, firmly by these presents. 17 WIdEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 9th day of September, 2014, which Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 20 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 2i as provided for in said Contract designated as East Rosedale Street 35-287. City Project No. 22 01894. 23 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects dilly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Stoat 35.287 City Project No. 01894 0061 11.2 PERFORMANCE BOND Page 2of2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Govertuaent Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with tho provisions of said statue, 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED S this instrument by duly authorized agents and officers on this the 25th day of 6 September , 2014 7 8 9 10 I 12 IA 14 15 16 17 18 19 20 21 22 Witness as to Principal 23 24 25 26 27 28 29 3U 31 32 33 34 35 36 ��� 37 Witncsgs asctSurety 38 39 40 41 'Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this parson has authority to sign euoh obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: McCle le Construction Company, Inc. 7 , BY• C JA\( g(/( ignaturo 1 Nu FlicCLENDON, PR !DENT Naroe and Title Add: P.O. Box 996 Burleson, TX 76097 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SURETY: Mercha is Bonding Company BY: Signature Betty J. Reeh, Attorney -In -Fact Name and Title Address: 2100 Fleur Drive Des Moines. IA 50321 Telephone Number (515) 243-8171 Eau Rosedale Street 35-287 City Project No. 01894 Bond No. - 606033 0001 14-1 PAYMENT BOND Pegs 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS s § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANr § 7 That we, McClendon Construction Company, Inc., known as "Principal" herein, and Merchants Bonding Company , a corporate swety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of TWO MILLION, SIX HUNDRED SIXTY THOUSAND, SIX HUNDRED 13 FORTY-TWO AND 70/100 DOLLARS02,660,642.70), lawful money of the United States, to 14 be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be 15 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 16 severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 9th day of September, 2014 which Contract is hereby referred to and made a part hereof for all 19 purposes as if Illy set forth herein, to furnish all materials, equipment, labor and other 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as East Rosedale Street 35-287, City Project No. 01894. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 20 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 'Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH East Rosedata Street 3$-2$7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projtmt Mx 01394 Revived July 1. 2011 OOdt 14.2 PAYMENF BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Prinoipnl and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on (his the 25th day of 3 September 2014 4 5 6 8 9 10 11 12 ATTEST! Witness as to Principal Witness to Surety PRINCIPAL: McClen Construction Company, Inc. AY! Siigna A i McCLENDON PRESIDENT lD�NT Namo and Titlo Address: P. O. Box 996 Burleson, TX 76097 SURETY: Merchants bonding Company Betty J. Reeh, Attorney -In -Fact Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 Telephone Number: (515) 243-8171 Note: If signed by an officer of the Surety, thore must bo on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF PORT WORTH East Rosedale Street 35.287 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projoct No. 01894 Revised July 1, 2011 Bond No. - 606033 UU011Y-1 MAINTENANCE BOND Page I or3 I SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE Or TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McClendon Construction Company, Inc., known as 'Principal" herein and 9 Merchants Bonding Company , a corporate surety (sureties, if more than to one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held andfirmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of TWO 13 MILLION, SIX HUNDRED SIXTY THOUSAND, SIX HUNDRED FORTY-TWO AND 70/100 14 DOLLARS ($2,660, 642.70), lawful money of the United States, to be paid in Fort Worth, Tarrant 13 County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, fumly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the9th day of September, 2014, which Contract Is hereby retbtred to and a made part hereof for 21 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 22 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 23 a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract 24 and designated as East Rosedale Street 35-287, City Project No. 01894; and 23 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviled hdy 1,2011 East Rosedale Stint 334337 City Project Na 01894 006119-2 MAIMENANCE BOND Pap 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall becomo null and void; otherwise to remain in 4 [1111 force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the 3tuvty under this Maintunant broad; and 10 11 PROVIDED is wn1Altai, that if any legal action be filed on this Bond, venue shall He in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY O1± FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy 1, 2011 Bost Rosedale Street 31-287 City PrgjectNo. 01E94 Wel 1Y-! MAINrENANc U BOND Page 3 of3 1 IN WITNESS WHEREOF, the Principal and the Surety hare each SIGNED and SEALED diia 2 instrument by duly authorized agents and officers on this the 25th day of 3 September , 2014 4 5 6 7 8 9 10 11 A 12 13 14 15 16 17 18 19 20 Witness as to Principal 21 22 23 25 26 27 28 29 30 31 32 33 34 35 Witaoss aajo Surety 36 37 38 39 40 41 *Note: BY: PRINCIPAL: McCIenConstruction Company, Inc. BY: Signature PAN thititmDON, rnE SI ny Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merch r s Bonding Company / Atk-- Betty J. Reeh, Attorney -In -Fact Name and Title Add; 2100 Fleur Drive Des Moines, IA 50321 Telephone Number. (515) 243-8171 If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address Is different from lts mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised July 1.2011 East Rosedale Street 35.287 City Pntject No. 01894 POA 0014 (7/14) MERCHAN i BONDING COMPANY,, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Michael D Hendrickson; Pat J Moore of San Antonio and State of Texas their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: SEVEN MILLION FIVE HUNDRED THOUSAND ($7,500,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 13thday of STATE OF IOWA COUNTY OF POLK ss. August , 2014. ,`� p,•• ' •�l , ••�O�N ��,o •. MERCHANTS BONDING COMPANY (MUTUAL) �,�x•.��Po4gj �C :•�o�oAPog9�gyy: MERCHANTS NATIONAL BONDING, INC. ��: • •1- _ -0- o; - �`•. •• 2003 3 - .a'• 1933 c; .s0 •C,,. By 7c 7/7, President On this 13thday of August , 2014, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. ,`P•OA(S WENDY WOODY o '; Commission Number 784654 • My Commission Expires , w June 20, 2017 STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. this tei....,, In Witness Whe of, 1 have hereunto set my hand and affixed the seal of the Companies on day of , 2ol ,ra4,� 10l,1,,4.' •‘I1G co,% - _': 20t?3 :,�- :y�' 1933 : c: • ly ``Js•. yt ••• ..444',,, �,,,...►�i'��, Secretary MERCHANTS BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 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 at: 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 PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent 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. SUP 0032 TX (1/09) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Policy Number Agency Number CPP205170205 0755324 Policy Expiration/Cancellation Date Date 01/29/2014 01/31/2015 01/31/2013 Named insured MCCLENDON CONSTRUCTION CO., INC. Agency IBTX RISK SERVICES-LAS COLINAS Policy Effective Date 01/31/2014 Account Number 20022770 Issuing Company AMERISURE MUTUAL INSURANCE COMPANY 1. SECTION ii -WHO IS AN INSURED is amended to add as an insured any person or organization whom you are required to add as an additional insured on this policy undera written contract or written agreement relating to your business. The written contractor written agreement must require additional insured status for a time period during the term of this policy and be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" giving rise to a claim under this policy. If, however, "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing within 30 days from such commencement and with customers whose customary contracts require they be named as additional insureds, we will provide additional insured status as specified in this endorsement. However, if you have entered into a construction contract subject to SubchapterC of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person(s) or organization(s) only applies to the extent permitted by Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. 2. SECTION II -WHO IS AN INSURED is amended to add the following: If the additional insured is: a. An individual, their spouse is also an additional insured. b. A partnership or joint venture, members, partners, and their spouses are also additional Insureds. c. A limited liability company, members and managers are also additional Insureds. d. An organization other than a partnership, joint venture or limited liability company, executive officers and directors of the organization are also additional insureds. Stockholders are also additional Insureds, but only with respect to their liability as stockholders. e. Atrust, trustees are also insureds, but only with respect to their duties as trustees. 3. The insurance provided to the additional insured under this endorsement is limited as follows: a. That person or organization is only an additional Insured with respect to liability arising out of: Premises you own, rent, lease, or occupy; or Your ongoing operations, unless the written contractor written agreement also requires completed operations coverage (or wording to the same effect), in which case the coverage provided shall extend to your completed operations for that additional insured. Premises, as respects this provision, shall include common or public areas about such premises if so required in the written contract or written agreement. (1) (2) Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 12 11 Page 1 of Ongoing operations, as respects this provision, does not applyto "bodily injury" or "property damage" occurring after: (a) All work including materials, parts or equipment furnished in connection with such work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (b) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. The ilmIts of Insurance applicable to the additional Insured are the least of those specified in the written contractor written agreement or in the Declarations of this policy. The limits of insurance applicable to the additional insured are inclusive of and not in addition to the limits of insurance shown in the Declarations. c. The additional insured status provided by this endorsement does not extend beyond the expiration or termination of a premises lease or rental agreement nor beyond the term of this policy. d. Ifa written contract or written agreement as outlined above requires that additional insured status be provided by the use of CG 20 10 11 85, then the terms of that endorsement, which are shown below, are incorporated into this endorsement as respects such additional insured, to the extent that such terms do not restrict coverage otherwise provided bythis endorsement: ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket Where Required by Written Contract or Agreement that the terms of CG 20 10 11 85 apply. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that Insured by or for you. CG 20 10 11 85 Copyright, Insurance Services Office, Inc„ 1984 e. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including but not limited to: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design specifications; and (2) Supervisory, inspection, or engineering services. f. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. Any coverage provided in this endorsement Is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the written contract or written agreement requires that this insurance be primary, in which case this insurance will be primary without contribution from such other insurance available to the additional insured. Includes copyrighted material of Insurance Services Office, Inc. CG 70 851211 Page 2 of 2 NAMED INSURED: McClendon Construction Company, Inc. POLICY NUMBER(S): CPP205170205 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S GENERAL LIABILITY EXTENSION ENDORSEMENT This endorsement modifies insurance provided underthe following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Under SECTION 1- COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, paragraph 2. EXCLUSIONS, provisions 1. through 6. of this endorsement amend the policy as follows: 1. LIQUOR LIABILITY Exclusion c. Liquor Liability is deleted. 2. NONOWNED WATERCRAFT Exclusion g. Aircraft, Auto or Watercraft, subparagraph (2) is deleted and replaced with the following: (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons or property fora charge. 3. PREMISES ALIENATED A. Exclusion j. Damage to Property, subparagraph (2) is deleted, 13. The following paragraph is deleted from Exclusion j. Damage to Property; Paragraph (2) of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you. 4. PROPERTY DAMAGE LIABILITY - ELEVATORS AND SIDETRACK AGREEMENTS A. Exclusion j. Damage to Property, paragraphs (3), (4), and (6) do not apply to the use of elevators. B. Exclusion k. Damage to Your Product does not apply to: 1. The use of elevators; or 2. Liability assumed under a sidetrack agreement. 5. PROPERTY DAMAGE LIABILITY - BORROWED EQUIPMENT A. Exclusion j. Damage to Property, paragraph (4) does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. B. With respect to any one borrowed equipment item, provision 5.A. above does not apply to "property damage" that exceeds $25,000 per occurrence or $25,000 annual aggregate. 6. PRODUCT RECALL EXPENSE A. Exclusion n. Recall of Products, Work or Impaired Property does not apply to "product recall expenses" that you incur for the "covered recall" of "your product". This exception to the exclusion does not apply to "product recall expenses" resulting from: 1. Failure of any products to accomplish their intended purpose; 2. Breach of warranties of fitness, quality, durability or performance; 3. Loss of customer approval or any cost incurred to regain customer approval; 4. Redistribution or replacement of "your product", which has been recalled, by like products or substitutes; 5. Caprice or whim of the insured; Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0712 Page 1 of 9 6. A condition likely to cause loss, about which any insured knew or had reason to know at the inception of this insurance; • 7. Asbestos, including Toss, damage or clean up resulting from asbestos or asbestos containing materials; 8. Recall of "your product(s)" that have no known or suspected defect solely because a known or suspected defect in another of "your product(s)" has been found. B. Under SECTION 111- LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and paragraph 8. is added: 3. The Products -Completed Operations Aggregate Limit is the most we will pay for the sum of: a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY because of "bodily injury" and "property damage" included in the "products -completed operations hazard" and b. "Product recall expenses", 8. Subject to paragraph 5. above, $25,000 is the most we will pay for all "product recall expenses" arising out of the same defector deficiency. The Insurance afforded by reason of provisions 1. through 6. of this endorsement is excess over any valid and collectible insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION IV., paragraph 4. Other Insurance is changed accordingly, 7. BLANKET CONTRACTUAL LIABILITY — RAILROADS When a written contractor written agreement requires Contractual Liability - Railroads, the definition of "insured contract' in Section V - Definitions is replaced by the following with respect to operations performed for, or affecting, a railroad: 9. "Insured Contract" means: a. A contractfor a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify municipality, except in connection with work fora municipality; e. An elevator maintenance agreement; f. That part of any other contractor agreement pertaining to your business (including an indemnification of a municipality in connection with work performed fora municipality) under which you assume the tort liability of another partyto pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be Imposed by law in the absence of any contractor agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyorfor injury or damage arising out of: (a) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. 8. CONTRACTUAL LIABILITY -PERSONAL AND ADVERTISING INJURY Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 9 CG 70 63 0712 Under SECTION 1 -COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted. 9. SUPPLEMENTARY PAYMENTS Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B, paragraph 1.b. is deleted and replaced with the following: 1. b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 10. BROADENED WHO IS AN INSURED SECTION II -WHO IS AN INSURED is deleted and replaced with the following: 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an Insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. C. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your"executive officers" and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. Paragraphs (1)(a), {1)(b) and (1)(c) above do not apply to your "employees" who are: (i) Managers; (ii) Supervisors; (iii) Directors; or (iv) Officers; with respect to "bodily injury" to a co -"employee". 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees," other than either your "executive officers," (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insured for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of you r business; (b) To the spouse, child, parent, brother or sister of that co -"employee" or volunteer worker as a consequence of paragraph (1)(a) above; For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraphs (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services except as provided in Provision 11. of this endorsement. (c) Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0712 Page 3 of 9 (2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, In the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees," "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your "employee"or "volunteerworker"), or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only; (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative If you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Form. e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. f. (1) Any person or organization, other than an architect, engineer or surveyor, required to be named as an additional insured in a "work contract", letter of intent or work order. However, such person or organization shall be an additional insured only with respect to covered "bodily injury," "property damage," and "personal and advertising injury" arising out of "your work" under that "work contract", letter of intent or work order. (2) We will provide additional insured coverage to such person or organization only: g• (3) (a) for a period of 30 days after the effective date of the applicable "work contract", letter of intent or work order; or (b) until the end of the policy term In effect at the inception of the applicable "work contract", letter of intent or work order; whichever is earlier. Coverage provided under this paragraph f. is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the "work contract", letter of intent or work order requires this Insurance be primary, in which case this insurance will be primary without contribution from such other insurance available to the additional insured, (4) This paragraph f. does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. Any person or organization to whom you are obligated by virtue of a written contractto provide insurance such as is afforded by this policy, but only with respect to liability arising out of the maintenance or use of that part of any premises leased to you, including common or public areas about such premises if so required in the contract. However, no such person or organization is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 9 CG 70 63 0712 h. Any state or political subdivision but only as respects legal liability Incurred by the state or political subdivision solely because it has Issued a permit with respect to operations performed by you or on your behalf. However, no state or political subdivision is an insured with respect to: (1) "Bodily Injury", "property damage", "personal and advertising injury" arising out of operations performed for the state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard." i. Any person or organization who is the lessor of equipment leased to you, to whom you are obligated by virtue of a written contact to provide Insurance such as is afforded by this policy, but only with respect to their liability arising out of the maintenance, operation or use of such equipment by you or a subcontractoron your behalf with your permission and under your supervision. However, if you have entered into a construction contract subject to Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person(s) or organizatlon(s) only applies to the extent permitted by SubchapterC of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. .1- No such person or organization, however, is an insured with respect to any' occurrence" that takes place after the equipment lease expires. Any architect, engineer, or surveyor engaged by you but only with respect to liability arising out of your premises or "your work," However, if you have entered into a construction contract subject to Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional Insured, the insurance afforded to such person only applies to the extent permitted by Subchapter C of the Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. No architect, engineer, or surveyor, however, is an insured with respect to "bodily injury," "property damage," or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection, or engineering services, This paragraph j, does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. k. Any manager, owner, lessor, mortgagee, assignee or receiver of premises, including land leased to you, but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises or land leased to you. However, no such person or organization is an insured with respect to: (1) Any "occurrence" thattakes place after you cease to occupy that premises, or cease to lease the land; or (2) Structural alteration, new construction or demolition operations performed by or on behalf of that person or organization. 3. Any organization you newly acquire or form, otherthan a partnership, joint venture or limited liability company and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the end of the policy period; b. Coverage A does not apply to "bodily Injury" or "property damage" that occurred before you acquired or formed the organization; c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Coverage A does not apply to "product recall expense" arising out of any withdrawal or recall that occurred before you acquired or formed the organization. Includes copyrighted material of Insurance Services Office, Inc. CG70630712 Page5of9 4. Any person or organization (referred to below as vendor) with whom you agreed, because of a written contract or agreement to provide insurance is an insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" that are distributed or sold in the regular course of the vendor's business. However, no such person or organization is an insured with respect to: a. "Bodily injury" or "property damage" forwhich the vendor is obligated to pay damages by reason of the assumption of liability in a contractor agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement. b. Any express warranty unauthorized by you; c. Any physical or chemical change in "your product" made Intentionally by the vendor; d. Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parks under instructions from the manufacturer, and then repackaged In the original container; e. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of "your products"; f. Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the "your product"; "Your products" which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. h. "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (1) The exceptions contained in subparagraphs d. orf.; or (2) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. This insurance does not apply to any Insured person or organization from which you have acquired "your products", or any ingredient, part, or container, entering into, accompanying or containing "your products". No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability corn panythat is not shown as a Named Insured in the Declarations. 11. INCIDENTAL MALPRACTICE LIABILITY As respects provision 10., SECTION 11— WHO IS AN INSURED, paragraph 2.a.(1)(d) does not apply to any nurse, emergency medical technician or paramedic employed by you to provide medical or paramedical services, provided that you are not engaged in the business or occupation of providing such services, and your "employee" does not have any other insurance that would also cover claims arising under this provision, whetherthe other insurance is primary, excess, contingent or on any other basis. Under SECTION III - LIMITS OF INSURANCE, provisions 12. through 14. of this endorsement amend the policy as follows: 12. AGGREGATE LIMITS PER PROJECT The General Aggregate Limit applies separately to each of your construction projects away from premises owned by or rented to you. 13. INCREASED MEDICAL PAYMENTS LIMITS AND REPORTING PERIOD A. The requirement under SECTION I —COVERAGE C MEDICAL PAYMENTS that expenses be Incurred and reported to us within one year of the date of the accident is changed to three years. B. SECTION III -LIMITS OF INSURANCE, paragraph 7., the Medical Expense Limit, is subject to all the terms of SECTION III— LIMITS OF INSURANCE and is the greater of: g. Includes copyrighted material of Insurance Services Office, Inc. Page 6 of 9 CG 70 63 0712 a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards existing as of the inception date of this policy, You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by the Coverage Form as soon as practicable after its discovery. However, this provision does riot affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 17. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following; 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recoverthrough a written contract, or if"your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Paragraph 2.b. of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the following: b. 60 days before the effective date of the cancellation if we cancel for any other reason. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not Renew is deleted and replaced with the following: 9. When We Do Not Renew a. We may elect not to renew this policy except, that underthe provisions of the Texas Insurance Code, we may not refuse to renew this policy solely because the policyholder is an elected official. b. If we elect not to renew this policy, we may do so by mailing or delivering to the first Named Insured, at the last mailing address known to us, written notice of nonrenewal, stating the reason for nonrenewal, at least 60 days before the expiration date. If notice is mailed or delivered less than 60 days before the expiration date, this policy will remain in effect until the 61st day after the date on which the notice is mailed or delivered. Earned premium for any period of coverage that extends beyond the expiration date will be computed pro rata based on the previous year's premium. c. If notice is mailed, proof of mailing will be sufficient proof of notice. d. The transfer of a policyholder between admitted companies within the same insurance group is not considered a refusal to renew. 19. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f. (1) does not apply to self- propelled vehicles of less than 1,000 pounds gross vehicle weight that are not designed for highway use. 20. DEFINITIONS 1. SECTION V — DEFINITIONS, paragraph 4. "Coverage territory" is replaced bythe following definition: "Coverage territory" means anywhere in the world with respect to liability arising out of "bodily Injury," "property damage,"or"personal and advertising injury," including "personal and advertising injury" offenses that take place through the Internet or similar electronic means of communication provided the insured's responsibility to pay damages is determined in a settlementto which we agree or in a "suit" on the merits, in the United States of America (Including its territories and possessions), Puerto Rica and Canada. Includes copyrighted material of Insurance Services Office, Inc. Page 8 of 9 CG 70 63 0712 POLICY NUMBER: CA 2051701 COMMERCIAL AUTO CA 71 65 10 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - PRIMARY COVERAGE This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM The provisions of the Coverage Form apply unless changed by this endorsement. This endorsement identifies person(s) or organization(s) who are "insured" under the Who Is An insured Provision of the Coverage Form. This endorsement changes the policy on the inception date of the policy, unless another date is shown below. Endorsement Effective: 01/31/2014 Countersigned By: Named Insured: MCCLENDON CONSTRUCTION CO., INC. (Authorized Representative) (No entry may appear above. If so, information to complete this endorsement is in the Declarations,) Section II — Liability Coverage, A. Coverage, 1. Who Is An Insured Is amended to add: Any Person or Organization with whom you have an "insured contract" which requires: i. that Person or Organization to be added as an "insured" under this policy; and 11. this policy to be primary and non-contributory to any like insurance available to the Person or Organization. Each such person or organization is an "insured"for Liability Coverage. They are an "insured" only if that person or organization is an "insured" under in SECTION II of the Coverage Form. The contract between the Named Insured and the person or organization is an "Insured contract". Includes copyrighted material of the Insurance Services Office, Inc., with Its permission. CA 71 65 10 07 Insurance Services Office., 1998. Page 1 of 1 NAMED INSURED: McClendon Construction Company, Inc. POLICY NUMBER(S): CA2051701 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ 8200 .00 1. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, A.1. Who Is An Insured is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an "insured" under any other policy or would be an "insured" but for its termination or the exhausting of its limit of insurance. e. Any"employee" of yours using: (1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household. f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow and while performing duties related to the conduct of your business or your personal affairs. g. Any person or organization with whom you agree in a written contract, written agreement or permit, to provide insurance such as is afforded under this policy, but only with respect to your covered "autos". This provision does not apply: (1) Unless the written contractor agreement is executed or the permit is issued prior to the "bodily injury" or "property damage"; (2) To any person or organization Included as an insured by an endorsement or in the Declarations; or (3) To any lessor of "autos" unless: (a) The lease agreement requires you to provide direct primary Insurance for the lessor; (b) The "auto" is leased withouta driver; and Includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 1 of 5 (c) The lease had not expired, Leased "autos" covered under this provision will be considered covered "autos" you own and not covered "autos" you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock on the effective date of this endorsement. This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an Insured under any other automobile policy or would be an insured under such a policy, but for its termination or the exhaustion of its limits of insurance, unless such poiicywas written to apply specifically in excess of this policy, 2. COVERAGE EXTENSIONS -SUPPLEMENTARY PAYMENTS Under Section 11- LIABILITY COVERAGE, A2.a. Supplementary Payments, paragraphs (2) and (4) are deleted and replaced as follows: (2) Up to $2,500 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "Insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE EXCLUSION Under SECTION II - LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and replaced bythe following: 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers, managers, supervisors or above. Coverage is excess over any other collectible insurance. b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of paragraph a, above. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's" name, for the purpose of doing your work. We will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown in the Declarations, item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule. B. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A.4, Coverage Extensions. paragraph b. Loss Of Use Expenses is deleted and replaced with the following: b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contractor agreement. We will pay for loss of use expenses if caused by; (1) Other than collision, only if the Declarations Indicate that Comprehensive Coverage is provided for any covered "auto"; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 5 CA 71 18 11 09 (2) Specified Causes of Loss, only if the Declarations Indicate that Specified Causes Of Loss Coverage Is provided for any covered "auto"; or (3) Collision, only if the Declarations indicate that Collision Coverage Is provided for any covered "auto". However, the most we will payfor any expenses for loss of use is $30 per day, to a maximum of $2,000. C. Under SECTION IV— BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, paragraph b. is replaced bythe following: b. For Hired Auto Physical Damage, the following are deemed to be covered "autos" you own: 1. Any covered "auto" you lease, hire, rent or borrow; and 2. Any covered "auto" hired or rented by your "employees" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business, However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members (if you are a limited Iiabilitycompany), or members of their households. 5. LOAN OR LEASE GAP COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If a covered "auto" is owned or leased and if we provide Physical Damage Coverage on it, we will pay, in the event of a covered total "loss", any unpaid amount due on the lease or loan for a covered "auto", less: (a) The amount paid under the Physical Damage Section of the policy; and: (b) Any: (1) Overdue lease or loan payments including penalties, interest or other charges resulting from overdue payments at the time of the "loss"; (2) Financial penalties imposed undera lease for excessive use, abnormal wear and tear or high mileage; (3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability lnsurance purchased with the loan or lease; (4) Security deposits not refunded by a lessor; and (5) Carry-over balances from previous loans or leases. 6. RENTAL REIMBURSEMENT Under SECTION III - PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions, paragraph a. Transportation Expenses Is deleted and replaced bythe following: a. Transportation Expenses (1) We will pay up to $75 per day to a maximum of $2,000 for transportation expense incurred by you because of covered "loss". We will pay only for those covered "autos" for which you carry Collision Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay for transportation expenses incurred during the period beginning 24 hours after the covered "loss" and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". This coverage is in addition to the otherwise applicable coverage you have on a covered "auto". No deductibles apply to this coverage. Includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 3 of 5 (2) This coverage does not apply while there is a spare or reserve "auto" available to you for your operation. 7. AIRBAG COVERAGE Under SECTION III - PHYSICAL DAMAGE; B. EXCLUSIONS, paragraph 3. Is deleted and replaced by the following: 3. We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is covered by this insurance: (1) Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not Include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. 8. GLASS REPAIR — WAIVER OF DEDUCTIBLE Section III — PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: No deductible applies to glass damage if the glass is repaired ratherthan replaced. 9. COLLISION COVERAGE — WAIVER OF DEDUCTIBLE Under Section III - PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: When there is a Toss to your covered "auto" insured for Collision Coverage, no deductible will apply if the loss was caused by a collision with another "auto" insured by us, 10. KNOWLEDGE OF ACCIDENT Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Duties In The Event Of Accident, Claim, Suit Or Loss, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss". Knowledge of an "accident", claim, "suit" or "loss" by your "employees" shall not, In itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you are a limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. 11. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions paragraph 5. Transfer Of Rights Of Recovery Against Others To Us is deleted and replaced bythe following: 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after"accident" or "loss" to impair them. However, if the "insured" has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have underthls Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 1811 09 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV - BUSINESS AUTO CONDITIONS , B. General Conditions , paragraph 2. Concealment, Misrepresentation Or Fraud is amended by the addition of the following: We wilt not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy, You must report to us any knowledge of an error or omission In your representations as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS When required by written contract or written agreement, the definition of "insured contract" is amended as follows: The exception contained in paragraph H.3. relating to construction or demolition operations on or within 50 feet of a railroad; and — Paragraph H.a. are deleted with respect to the use of a covered "auto" in operations for, or affecting, a railroad. Includes copyrighted material of Insurance Services Office, Inc. CA71181109 Page5of5 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 A (Ed. 1-00) 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: 3. Premium The premium charge for this endorsement shall be 0.020 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 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 01/31/2014 Policy No. WC-2051704-06 Endorsement No. Insured McClendon Construction Company, Inc. Premium $ Insurance Company Amerisure Mutual Insurance Co Countersigned by NAMED INSURED: McClendon Construction Company, Inc. POLICY NUMBER(S): CPP205170205, CA2051701, WC-2051704-06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER NOTICE OF CANCELLATION PROVIDED BY US Number of Days Notice 30 For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation is increased to the number of days shown in the Schedule above. If this policy is cancelled by us we will send the Named Insured and any party listed in the following schedule notice of cancellation based on the number of days notice shown above. SCHEDULE Name of Person or Organization The Name of Person or Organization is any person or organization holding a certificate of insurance issued for you, provided the certificate: 1. Refers to this policy; 2. States that notice of: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; will be provided to that person or organization; 3. Is in effect at the time of the: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; and 4. Is on tile at your agent or broker's office for this policy. Mailing Address The Mailing Address is the address shown for that person or organization in that certificate of insurance. IL 70 45 05 07 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SECTION 00 61 25 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 East Rosedale Steet 35-287 #01894 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Defmitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 10 - 10.01 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 10.04 Extra Work 10.05 Notification to Surety 10.06 Contract Claims Process Article 11- 11.01 11.02 11.03 11.04 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 39 39 39 39 40 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 Cost of the Work 41 Allowances 43 Unit Price Work 44 Plans Quantity Measurement 45 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 Delays 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 54 55 55 55 56 56 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the teiui 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 foiiiis. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed fotin setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perfoini specific duties with responsibility for fmal enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item— An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an inteinuediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 1 General Conditions Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, stoini water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 7 of 63 1. The Contract Documents include the teuus "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not confoiiii to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perfotiii the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of foul', format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the Willis and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or infouuation obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for peiuianent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be perfouued. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and infoiiiiation contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The infoiniation and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such infoinlation or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnf any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Depailiiient of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent fmancial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy Willis, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's perfoiiiiance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perfoiiii any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-confoiiiiance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perfoihi Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City deteiuiines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of fmal completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special perfoiuiance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn0) and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perfoiiii any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work perfouiied by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable tetras and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a fmal determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is fmal and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Depai lament of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-1 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfomis/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - I General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall infoiiii City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work perfoinled 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 infoivation given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, pal hers, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WIIOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor perfoiivance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Depaitnient of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be fmal (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be fmal and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for penilanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City s Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City s Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The teitu Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to fmal payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as fmal payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the fmal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide infoiination or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Depaitiuent of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the te;iiis of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City deteiiuines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for fmal payment following the procedure for progress payments in accordance with the Contract Documents. 2. The fmal Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the fmal payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and perfoiniance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and fmal quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of fmal payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is fmished If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the teliiiination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which perfoiniance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the perfotinance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to fmal settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the foiiu and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of infoiivation available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become fmal and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive fmal payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 June 5, 2014. 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 East Rosedale Street 35-287 #01894 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 Utilities or obstructions to be removed, adjusted, and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 4 as of June 5, 2014. 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A., "Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 None 14 15 The following are drawings of physical conditions in or relating to existing surface and subsurface 16 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 17 18 None 19 20 SC-4.06A., "Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 24 None 25 26 SC-5.03A., "Certificates of Insurance" 27 28 The entities listed below are "additional insureds as their interest may appear" including their respective 29 officers, directors, agents and employees. 30 31 (1) City 32 (2) Consultant: Freese and Nichols 33 (3) Other: None 34 35 SC-5.04A., "Contractor's Insurance" 36 37 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 38 coverages for not less than the following amounts or greater where required by laws and regulations: 39 40 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 41 42 Statutory limits 43 Employer's liability 44 $100,000 each accident/occurrence 45 $100,000 Disease - each employee 46 $500,000 Disease - policy limit 47 48 SC-5.04B., "Contractor's Insurance" 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April I, 2013 East Rosedale Street 35-287 #01894 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 3 minimum limits of: 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C., "Contractor's Insurance" 15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 19 defined as autos owned, hired and non -owned. 20 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person / 25 $500,000 Bodily Injury per accident / 26 $100,000 Property Damage 27 28 SC-5.04D., "Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 31 material deliveries to cross railroad properties and tracks None. 32 33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 34 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 35 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 36 Entry Agreement" with the particular railroad company or companies involved, and to this end the 37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 38 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 39 to the Contractor's use of private and/or construction access roads crossing said railroad company's 40 properties. 41 42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 44 Railroad Company for a Willi that continues for so long as the Contractor's operations and work cross, 45 occupy, or touch railroad property: 46 47 (1) General Aggregate: $Confirm Limits with Railroad 48 49 (2) Each Occurrence: $Confirm Limits with Railroad 50 51 Required for this Contract x Not required for this Contract 52 53 54 With respect to the above outlined insurance requirements, the following shall govern: 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 East Rosedale Street 35-287 #01894 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at -grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company, separate coverage may be required, each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way, all such other work may be covered in a single policy for that railroad, even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named, as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04., "Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07., "Wage Rates" 35 36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 37 Appendixes: 38 <Buzzsaw location, Resources/02-Construction Docuinents/ Specifications/Div 00-General 39 Conditions/CFW Wage Rate Table 20080708.pdP 40 41 SC-6.09., "Permits and Utilities" 42 43 SC-6.09A., "Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 None: 46 47 SC-6.09B. "City obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the City: 49 None: 50 51 SC-6.09C. "Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of June 4, 54 2014: None 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 East Rosedale Street 35-287 #01894 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None: 2 3 <Insert the following if Federal assistance is provided for in this Contract> 4 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 5 6 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 7 (hereinafter referred to as the "Contractor") agrees as follows: 8 9 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 10 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 11 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 12 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 13 of this contract. 14 15 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 16 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 17 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 18 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 19 Regulations, including employment practices when the contract covers a program set forth in 20 Appendix B of the Regulations. 21 22 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 23 solicitations either by competitive bidding or negotiation made by the contractor for work to be 24 performed under a subcontract, including procurements of materials or leases of equipment, each 25 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 26 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 27 national origin. 28 29 4. Information and Reports: The Contractor shall provide all information and reports required by the 30 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 31 accounts, other sources of information and its facilities as may be determined by City or the Texas 32 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 33 and instructions. Where any information required of a contractor is in the exclusive possession of 34 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 35 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 36 obtain the information. 37 38 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 39 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 40 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 41 42 a. withholding of payments to the Contractor under the Contract until the Contractor 43 complies, and/or 44 b. cancellation, termination or suspension of the Contract, in whole or in part. 45 46 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 47 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt 48 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with 49 respect to any subcontract or procurement as City or the Texas Department of Transportation may 50 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 East Rosedale Street 35-287 #01894 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a 2 subcontractor or supplier as a result of such direction, the contractor may request City to enter into 3 such litigation to protect the interests of City, and, in addition, the contractor may request the United 4 States to enter into such litigation to protect the interests of the United States. 5 6 Additional Title VI requirements can be found in the Appendix. 7 8 SC-7.02., "Coordination" 9 10 The individuals or entities listed below have contracts with the City for the performance of other work at 11 the Site: 12 None: Vendor Scope of Work Coordination Authority 13 14 15 SC-8.01, "Communications to Contractor" 16 17 None: 18 19 SC-9.01., "City's Project Representative" 20 21 The following firm is a consultant to the City responsible for construction management of this Project: 22 None: 23 24 SC-13.03C., "Tests and Inspections" 25 26 None: 27 28 SC-16.01C.1, "Methods and Procedures" 29 30 None: 31 32 33 34 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL SECTION 01 11 00 SUMMARY OF WORK 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Foiiiis, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained peiluission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 25 00 SUBSTITUTION PROCEDURES 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or perfouiiance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 East Rosedale Street 35-287 #01894 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perfoiui function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0131 19 PRECONSTRUCTION MEETING 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale Street 35-287 #01894 01 31 19 -2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale Street 35-287 #01894 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0131 20 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page 1 of 3 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Foul's and Conditions of the Contract 13 2. Division 1— General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 31 20 -2 PROJECT MEETINGS Page 2 of 3 1 b. Proj ect Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 22 23 DATE END OF SECTION Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Focus and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file foiuiat and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file foiniat includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 6 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Foiiiis and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 013233-2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to deteiiiline and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 1/2 inches x 1 linches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed perfoiruance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into confoiinance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #0189,1 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 5 DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 3513 SPECIAL PROJECT PROCEDURES 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work perfoiuied in the TxDOT right-of-way shall be perfoiiled in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 infoiiiiation: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE peiiiiits are required, meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad peiiuits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 IQIIICE (if CQIIIROCTIQI 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 013513-8 SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Foba Wd fir. DOE MO. XRXX Project Iltardec NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO u n rry IMPROVrEMENTs IN YOUR NElCIMORHOOD, YOUR WATER SERVICE WILL BE INTERIMPTED ON BETWEEN THE HOURS OF AND IFYOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR, AT (CONTR4CTORS 4UL'ERI.N'1'J5P4IIF.NTj< {TIf, F.k['HONE Iti UMBER) OR MR. AT (CITv INSPECTOR) (TELFPELONENUM1WR) T1I1 INCONVENIENCE WILL BE AS :SLIORT AS POSSIBLE.. THANK YOU, , CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 8 of 8 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 01 45 23 TESTING AND INSPECTION SERVICES 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for perfoiiiiing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be perfoinled by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests perfoiiiied by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perfoiin work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 015000-1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1— General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 East Rosedale Street 35-287 #01894 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1 Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Unifotrrr Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION A. Section Includes: 1. Procedures for Storui Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forrrrs and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Storuiwater Pollution Prevention Plan. CITY OF FORT WORTH East Rosedale Street 35-287 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #01894 Revised July 1, 2011 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Pei uit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Peuuit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Fauns and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 1 2 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for perfouiiance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Foiins and Conditions of the Contract 23 2. Division 1— General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work perfoiiiled and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 4 of 4 East Rosedale Street 35-287 #01894 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 7 A. Construction Staking 1. Construction staking will be perfoiliied by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perfoiin replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be perfoiiued in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 1 2 SECTION 01 74 23 CLEANING 017423-1 CLEANING Page 1 of 4 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Inteiinediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Foitiis and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Foiuis and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Perfoiinance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related info' nation appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Foiins and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Foiniat 33 a. Size: 8 %2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent foiniat under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final foiiii. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, noiunal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East Rosedale Street 35-287 #01894 1 2 3 PART 1- GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of4 4 11 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 infoiination that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1 Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 017839-3 PROJECT RECORD DOCUMENTS Page 3 of4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark arty deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 01 78 39 -4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East Rosedale Street 35-287 #01894 ATTACHMENT 1A Page 1 of 4 City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: E Rosedale St 35-287: Paving, Illumination, Drainage City's MBE Project Goal: 18 Prime's MBE Project Commitment: 24.5 Check applicable block to describe prime WW/DBE X NON-M//WDBE BID DATE July 17, 2014 PROJECT NUMBER 01894 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas, Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 2 of 4 SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Rubio Trucking 9000 Co Rd 513 Alvarado, TX 76009 817/829-3711 No Fax Klutz Construction PO Box 100263 Ft Worth TX 76185 817/921-0990 Fax 817/921-0990 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate n T i e r M W B B E E Detail Detail Subcontracting Supplies S M Work Purchased B B E E Hauloff Trucking Drainage Construction Dollar Amount $78,910.59 $111, 700.00 C Green Scaping 2401 Handley-Ederville Rd Landscaping $462,554.90 Ft Worth, TX 76118 1 x 817/577-9299 817/577-9331 Rev. 5/30/12 FORT WORTH ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. if a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA SUBCONTRACTOR/SUPPLIER T Company Name Address e M W Telephone/Fax r B B E E Attach Certificate ° Detail Subcontracting S M Work B B E E Detail Supplies Purchased Dollar Amount Independent Utility Const 5109 Sun Valley Dr Lighting/Electric $803,148.20 Ft Worth, TX 76119 1 x 817/478-4444 Stripe -a -Zone 2714 W Sherman Street Striping and $35,437.20 Grand Prairie, TX 75051 1 x Pvmt Markers 972/647-2714 Fax 972/641-9520 Argos Concrete 8505 Freeport Pkwy Irving, TX 75063 1 972/621-0999 Ready -Mix Concrete $258,250.00 Barnsco, Inc 2609 Willowbrook Rebar Supplier $55,962.00 Dallas, TX 75220 1 x 214/352-9091 Fax 214/379-0341 Beall Lime Co 1100 West Parkway Euless, TX 76040 1 817/835-4000 Hydrated Lime $5,940.00 Slurry Rev. 5/30/12 FORT WORTH 07 1U 1,t19:07 OUT ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $653,165.49 $1,158,737.40 $1,811,902.89 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorize-3 dgdur- President Title McClendon Construction Co, Inc Company Name PO Box 999 Address Burleson, TX 76097 Dan McClendon Printed Signature Contact Name/Title (if different) 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction.com E-mail Address July 17,2014 City/State/Zip Date Rev. 5/30/12 City of Fort Worth, Texas ayor andCouncil o unicati•n COUNCIL ACTION: Approved on 718/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manaaer's Office by: Fernando Costa (8476) Oriainatina Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator Electrician Flagger Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipelayer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self -Propelled Roller Operator, Steel Wheel, Flat Wheel/Tamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy -Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi -Trailer Truck Driver, Transit -Mix Wagon Drill, Boring Machine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $I0.06 $13.99 $12.78 $11.01 $ 8.80 $14.15 $ 9.88 $13.222 $12.80 $12.85 $13.27 $12.00 $13.63 $12,50 $13.56 $14.50 $10.61 $14.12 $18.12 $ 8.43 $11.63 $11.83 $13.67 $16.30 $12.62 $ 9.18 $10.65 $16.97 $11.83 $11.58 $15.20 $14.50 $14.98 $13.17 $10.04 I $1 I.04 $14.86 $16.29 $11.07 $10.92 $11.28 $11.42 $12,32 $12.33 $10.92 $12,60 $12,91 $12.03 $14,93 $11.47 $10.91 $11.75 $12.08 $14.00 $13.57 $10.09 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper $14.43 $19.86 $12.00 $20.00 $13.00 $18.00 $13.00 $14.78 $11.25 $10.27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 $12.00 $15.24 $19.12 Plumber Helper Reinforcing Steel Setter Roofer $10.10 Roofer Helper $16.23 $11.91 $13.49 Sheet Meta( Worker Sheet Metal Worker Helper Sprinkler System installer $13.12 Sprinkler System Installer Helper $14.62 Steel Worker Structural $10.91 I Concrete Pump Crane, Clamsheel, Backhoe, Derrick, (Line $13.00 Shovel $9.00 Forklift $20.20 Front End Loader Truck Driver Welder Welder Helper $20.43 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18.00 $9.00 $17.43 $20.50 517.76 $12.63 $10,50 $14.91 I $16.06 $9.75 Division 99 Additional Specification 999900-1 ADDITIONAL SPECIFICATIONS Page 1 of 1 1 2 SECTION 99 99 00 ADDITIONAL SPECIFICATIONS 3 4 9999.0001 Landscaping / Streetscaping Amenities 5 The work perfoiiiied under these items shall be completed in accordance with the details and notes 6 included in the plans sheets 114-127 7 8 9999.0002 Irrigation 9 The work performed under these items shall be completed in accordance with the details and notes 10 included in the irrigation plan sheets 128-136 11 12 9999.0003 Bus Shelters 13 The Fort Worth T shall provide Standard Bus Shelter. This pay item shall cover the installation of the 14 Bus Shelter. 15 16 End Section CITY OF FORT WORTH EAST ROSEDALE STREET STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00142, DOE: 6316 Section Number 99 99 01 BIORETENTION SPECIFICATION DESCRIPTION. Bioretention facilities are small landscaped basins intended to provide water quality management by filtering stormwater runoff before release into stormdrain systems. This work shall consist of installing bioretention facilities as specified in the Contract Documents, including all materials, equipment, labor and services required to perform the work. Bioretention Soil Mixture. The Bioretention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches excluding mulch. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations. Infiltration Tests. The Bioretention Soil Mixture shall be tested for infiltration capacity according to ASTM D3385-94 Standard Test Method for Infiltration Rate of Soils in Field Using Double -Ring Infiltrometer. A minimum of 3 infiltration testing events shall be conducted during the contract including at the completion of installation, 1-year after installation, and at the end of the 2-year contractor maintenance period prior to City acceptance. Each bioswale shall include 1 infiltration test during each testing event. Planting soil and/or BSM that fails to meet the minimum requirements shall be replaced at no additional cost to the Owner. Water. Water used in the planting, establishing, or caring for vegetation shall be free from any substance that is injurious to plant life. Excavation. If the soil is classified as a clay soil (USDA textural classification), the roto-tilling shall not be done where the soil supports the aggregate bed underneath the underdrain. (See underdrain specifications below.) Clay soils beyond the edge of the aggregate bed shall be first overlain with a BSM layer 3 inches thick, and then roto-tilled to a depth 6 inches below the surface of the BSM layer. Underdrain. Underdrains shall be outletted into drainage structures whenever possible. Outlets that empty into a drainage structure shall be positioned a minimum of 6 in. above the normal flow level in the structure and shall be constructed of normal underdrain pipe. A minimum of 18 in. of cover over the pipe shall be maintained. When outletted to a slope or ditch, the outlet pipe shall slope a minimum of 0.5% percent unless otherwise directed by the Engineer. CONSTRUCTION. Bioretention facilities shall not be constructed until all contributing drainage areas are stabilized as shown on the Contract Plans and to the satisfaction of the Engineer. Bioretention facilities shall not be used as sediment control facilities. No heavy equipment shall operate within the perimeter of a bioretention facility during excavation, underdrain placement, backfilling, planting, or mulching of the facility. Excavation. The bioretention facility shall be excavated to the dimensions, side slopes, and elevations shown on the Contract Plans. The method of excavation shall minimize the compaction of the bottom of the bioretention facility. Excavators and backhoes, operating on the ground adjacent to the bioretention facility, shall be used to excavate the facility if possible. Low ground -contact pressure equipment may also be used for excavation. No heavy equipment shall be allowed on the bottom of the bioretention facility. Excavated materials shall be removed from the bioretention facility site. Prior to placing the underdrain and the BSM, the bottom of the excavation shall be roto-tilled to a minimum depth of 6 inches to alleviate any compaction of the facility bottom. Any substitute method for roto-tilling must be approved by the Engineer prior to use. Any ponded water shall be removed from the bottom of the facility and the soil shall be friable before roto-tilling. Underdrain. The underdrain system shall be placed according to dimensions shown on the Contract Plans. Observation wells/cleanouts of 6-inch non -perforated pipe shall be placed vertically in the bioretention facility as shown on the Contract Plans. The wells/cleanouts shall be connected to the perforated underdrain with the appropriate manufactured connections as shown on the Contract Plans. The wells/cleanouts shall extend 6 inches above the top elevation of the bioretention facility mulch, and shall be capped with a screw cap. The ends of underdrain pipes not terminating in an observation well/cleanout shall be capped. Placement and Compaction of the Bioretention Soil Mixture. The Bioretention Soil Mixture (BSM) shall be placed and graded using low ground -contact pressure equipment or by excavators and/or backhoes operating on the ground adjacent to the bioretention facility. No heavy equipment shall be used within the perimeter of the bioretention facility before, during, or after the placement of the BSM. The BSM shall be placed in horizontal layers not to exceed 12 inches for the entire area of the bioretention facility. The BSM shall be compacted by saturating the entire area of the bioretention facility after each lift of BSM is placed until water flows from the underdrain. Water for saturation shall be applied by spraying or sprinkling. Saturation of each lift shall be performed in the presence of the Engineer. An appropriate sediment control device shall be used to treat any sediment -laden water discharged from the underdrain. If the BSM becomes contaminated during the construction of the facility, the contaminated material shall be removed and replaced with uncontaminated material at no additional cost to the Administration. Final grading of the BSM shall be performed after a 24-hour settling period. Final elevations shall be within 2 inches of elevations shown on the Contract Plans. Plant Installation. Trees, shrubs, and other plant materials specified for Bioretention Facilities shall be planted as specified in the Contract Plans and applicable landscaping standards with the exception that pesticides, herbicides, and fertilizer shall not be applied during planting under any circumstances. Furthermore, pesticides, fertilizer, and any other soil amendments shall not be applied to the bioretention facility during landscape construction, plant establishment, or maintenance. Mulching. Once the plants are in place, the entire bioretention facility shall be mulched to a uniform thickness of 3 inches. Well aged (minimum age of 6 months) shredded hardwood bark mulch is the only acceptable mulch. Shredded hardwood bark shall consist of the bark from hardwood trees which has been milled and screened to a maximum 4 in. particle size and provide a uniform texture free from sawdust, foreign materials, and any artificially introduced chemical compounds that would be detrimental to plant or animal life. Maintenance Period. The Contractor shall maintain the bioretention facilities for a period of 2 years following the final acceptance of the project by the City. Maintenance responsibilities include but are not limited to the following: vegetation establishment, weeding, vegetation replacement, irrigation, repair due to storm events, debris removal, mulch replacement, and other activities. MEASUREMENT AND PAYMENT. Bioretention Facilities will paid at the Contract Bid Price per Each. The payment will be full compensation for all applicable excavation, sheeting, shoring, de -watering, hauling, storing, re -handling of material, removal and disposal of excess and unsuitable material, underdrain, aggregate, underdrain outlet, furnishing, mixing, pH correction, potassium correction, magnesium correction, and placement of the BSM backfill, compaction of the BSM backfill by saturation, grading and slope adjustments, and for all material, labor, equipment, tools, and incidentals necessary satisfactorily complete the work. CITY OF FORT WORTH ITEM 99 99 01 TRAFFIC MANAGEMENT COMMUNICATIONS MULTI -DUCT CONDUIT SYSTEM 1. General Description. Furnish and place a Multi -Duct Conduit (MDC) of the type and sizes shown on the plans or as approved by the Engineer. Provide an MDC that is suitable for installation in an outdoor underground environment including constant immersion in water, and/or hung from a bridge without degradation in the MDC. The MDC is a pre -assembled conduit section manufactured from a 4 in. round outer duct containing 4 factory installed1.25 in. round inner ducts. The inner ducts are held together in a square configuration by a system of spacers. The spacers hold the individual inner ducts in formation, locking them tightly to prevent free twisting. The MDC system is described as a 4-WAY MULTI -DUCT SYSTEM" on the plans. The MDC, including respective bends, couplings, adapters, and other accessory fittings shall contain a coupling body for sealing the outer and inner ducts of adjacent MDC sections in an end - to -end relationship. The factory assembled lengths and associated bends shall be manufactured without the use of adhesives, to allow for inner duct movement relieving internal stresses experienced during field handlings and due to variations in coefficient of thermal expansion. The MDC system provided shall include a complete line of accessory items including, but not limited to, alternate outer ducts, sweeps and bends, repair couplings, ground box termination kits, and pre -assembled split repair kits. The MDC pre -assembled sections, factory bends, sweeps and fittings shall each be shipped with protective end caps unless otherwise noted or upon acceptance by the Engineer. All components of the MDC system shall be provided by the same manufacturer. Furnish, install, and test the MDC system. Provide all required sweeps, bends, repair couplings, ground box termination kits, alternative outer ducts, adapters, pre -assembled split repair kits, lubrication access fittings, tug -plugs, slit -inner duct plugs, hangers, anchors, brackets, expansion joints, and accessories to complete the MDC system as subsidiary to the MDC system. Provide all materials necessary for installation and testing subsidiary to the MDC system. 2. Materials. Provide new materials that conform to the details shown on the plans, the requirements of this Item, are UL listed and meet NEMA and NEC requirements. Provide underground MDC that conforms to the pertinent requirements of the following: • Telcordia GR-356, issue No. 2, June 2009 - Generic Requirements for Optical Cable Innerduct, Associated Conduit, and Accessories • ASTM D1785 —12, Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 • ASTM D2122 — 98(2010), Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings Item April 2013 Page 1 of 8 • ASTM D2412 —11, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading Provide aerial MDC that conforms to the pertinent requirements of the following items: • ASTM D2996 - 01(2007)e1, Standard Specification for Filament -Wound "Fiberglass" (Glass - Fiber -Reinforced Thermosetting -Resin) Pipe. • ASTM D2310 - 06(2012), Standard Classification for Machine -Made "Fiberglass" (Glass -Fiber - Reinforced Thermosetting -Resin) Pipe • ASTM D2517 - 06(2011), Standard Specification for Reinforced Epoxy Resin Gas Pressure Pipe and Fittings Furnish all components of the MDC system that are provided by the same manufacturer. Provide expansion joints and conduit that is similar to the connecting conduit. The MDC system shall conform to the following requirements: • A percent ovality of less than 5 percent, • An underground system that performs in an ambient temperature range of -30°F to 130°F without degradation of material properties, • An aerial system that performs in an ambient temperature range of -104°F to 200°F without degradation of material properties, • Resistant to most harsh chemicals, • Protected against degradation due to oxidation and general corrosion • Capable of being direct buried by trenching or boring with no special consideration to using or being restricted to selective backfill, • Has a low coefficient of thermal expansion, such that expansion and contraction is minimal. • Free of visible cracks, holes or other physical defects that would degrade its performance, • Uniform as practical in respect to overall dimensions, color, density, thickness, etc, • Contains a UV light stabilizer which will protect it, for a minimum of 12 months, in direct sunlight, • Durable identification showing the name and trademark of the manufacturer, conduit size and date of manufacture. A. Outer Duct 1. General. Outer ducts shall be marked with a longitudinal print line with the wording "Install This Side Up" to assure proper inner duct orientation and alignment. Item April 2013 Male ends of the outer ducts shall include a circumferential insertion depth mark to assure proper insertion coupling depth is achieved. The length of the integral coupling shall be a minimum of 5 inches in length to accommodate the coupling body. 2. Underground MDC System. Provide a 4 in. round outer duct that is heavy walled EPC- 80 (Schedule 80) polyvinyl chloride conduit (PVC). Ensure that the outer duct meets the requirements of schedule 80 PVC conduit and conforms to the following: Page 2 of 8 • NEMA Standard TC-2:2003, Electrical Polyvinyl Chloride (PVC) Conduit • UL 651, Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings • The National Electrical Code (NEC) 3. Aerial MDC System. Provide a 4 in. round Fiberglass Multi -Duct system that is bullet resistant, heavy walled, pure, high grade, filament wound fiberglass reinforced epoxy conduit. Ensure that all conduit, elbows, and fittings are manufactured from the same resin/hardener/glass systems and the same filament wound system. All Fiberglass MDC aerial elbows, conduit, fittings, and hangers shall be grey in color. Provide aerial MDC that performs in an ambient temperature range of -40°F to 200°F without degradation of material properties. Provide Aerial MDC that is resistant to most harsh chemicals, is protected against degradation due to oxidation and general corrosion, and has a low coefficient of thermal expansion so that expansion and contraction is minimal. B. Inner Ducts. Provide 1.25 in. inner ducts constructed of an extruded Virgin High Density Polyethylene (PE) compound specifically blended for inner ducts used in Multi -duct systems. Characteristics of this blend add rigidity to the extruded PE inner ducts, minimize the differences between the expansion and contraction rates of PVC and the PE inner ducts, create a burn resistant PE inner duct to minimize the chance of damaging the inner duct during the cable placing operation, and provide a silicone impregnated wall of the inner duct. Provide inner ducts that are uniquely identified by the extrusion of a different color for each of the inner ducts, using orange, yellow, red, and white. Place the white inner duct directly in -line with the manufacturer's identification on the outer duct for ease of identification and installation. Provide inner ducts with a minimum burst strength of 125 psi. Provide inner ducts that are extruded in a controlled outer diameter (OD) fashion. Provide inner ducts with a minimum ID of 1.25 in. and maximum OD of 1.413 in., and a minimum wall thickness of 0.075 in. Provide inner ducts that are the same type within the bends and within the straight sections regardless of colorization. All inner ducts shall meet the following requirements • Bellcore GR-2884-CORE, Issue 1, July 1995 — Generic Requirements for Multi -Bore Conduit • ASTM D 1599 — 99(2011) — Standard Test Method for Resistance to Short -Time Hydraulic Pressure of Plastic Pipe, Tubing, and Fittings C. Coupling Body. The MDC system, including all bends, couplings, and other fittings shall contain a coupling body for sealing the outer and inner ducts of adjacent multi -duct conduit sections end to end. Item April 2013 Page 3 of 8 1. Coupling bodies for installation by trenching. Provide a factory installed primary coupling body which incorporates integral molded sealing devices to facilitate field assembly and prevent water and foreign material leakage from outside the MDC and to prevent air leakage from inside the inner ducts. Ensure that the gasket or sealing member(s) are of an anti -reversing design to ensure that the lengths of the conduit stay joined together. Provide MDC system that can be assembled by hand without special tools and does not require lubricant for field assembly. Provide a coupling body with a plurality of bores containing principal seals which are molded as an integral part of the coupling body. Ensure that the field connection end of the internal coupling body incorporates shaped target areas to accommodate self -alignment of the inner ducts with bore openings during field assembly. Ensure that one of the bore openings on the field assembly side of the coupling body is uniquely identified to facilitate proper continuous inner duct alignment during field assembly. 2. Coupling bodies for installation by boring. Coupling bodies for installation by boring shall meet the requirements for coupling bodies of trenched MDC. In addition, the outer duct shall be equipped with locking rings and matching grooves, especially designed for bored installations. The conduit and joints shall withstand axial loads of 8,700 lbs. while being pulled around a bend with a 65-ft. radius, with no leaks or deformation of the ducts. D. Inner Duct Plugs. Plugs for sealing inner ducts shall be durable, fabricated from no metallic parts and shall be easily removable and reusable. Plugs shall be capable of being installed and removed by hand without any tools and shall provide a water- and air -tight seal of 21 psi. Plugs that seal empty inner ducts shall contain a rope tie on the inside end for connection of the pull rope/tape. 3. Installation. Place the MDC is accordance with the line, grades, details and dimensions shown on the plans or as otherwise approved by the Engineer. Place MDC system at the depth shown on the plans or as otherwise approved by the Engineer. Typical installation depth shall be 30 inches. The minimum depth of install MDC shall never be less than 18 inches below finished grade. Prior to final acceptance, pull a spherical template having a diameter of at least 75% of the inside diameter of the inner ducts through the inner ducts to ensure that the inner duct is properly aligned and free from obstruction. Cap or plug empty inner ducts placed for future use. A. Excavation. Perform trench excavation and backfilling as shown on the plans or as approved by the Engineer and in accordance with this Item. Item April 2013 1. General. Excavate to the lines and grades shown on the plans or as approved by the Engineer. Provide slopes, benching, sheeting, bracing, pumping, and bailing as necessary to maintain the stability and safety of excavations. Use satisfactory excavated material as backfill. Dispose of material not incorporated into the final project off the right of way in accordance with federal, state, and local regulations. When excavating across private Page 4 of 8 Item April 2013 property or beyond the project limits, keep any topsoil removed separate, and replace it, as nearly as is feasible, in its original position. Restore the area to an acceptable condition. 2. Obstructions. Remove obstructions to the proposed construction, including trees and other vegetation, debris, and structures, over the width of the excavation to a depth of 1 ft. below the bottom of excavation. If abandoned storm drains, sewers, or other drainage systems are encountered, remove as required to clear the excavation area, and plug in an approved manner. After removing obstructions, restore the bottom of the excavation to grade by backfilling in accordance with this Item. Dispose of surplus materials in accordance with federal, state, and local regulations. 3. Excavation in Streets. When structures are installed in streets, highways, or other paved areas, cut pavement and base to neat lines. Restore pavement structure after completion of excavation and backfilling. Maintain and control traffic in accordance with the approved traffic control plan and the TMUTCD. 4. Utilities. Conduct work with minimum disturbance of existing utilities, and coordinate work in or near utilities with the utility owners. Inform utility owners sufficiently before work begins to allow them time to identify, locate, reroute, or make other adjustments to utility lines. Avoid cutting or damaging underground utility lines that are to remain in place. If damage occurs, promptly notify the utility company. If an active sanitary sewer line is damaged during excavation, provide temporary flumes across the excavation while open, and restore the lines when backfilling has progressed to the original bedding lines of the cut sewer. 5. De -Watering. Do not construct or place MDC in the presence of water unless approved. Place MDC only on a dry, firm surface as directed. Remove water by bailing, pumping, well - point installation, deep wells, underdrains, or other approved methods. 6. Bedding. Provide a minimum of 4 inches of fine granular material on the base of the excavation before placing the MDC. 7. Backfill. As soon as practical, backfill the excavation after placement of the MDC. Use backfill free from stones large enough to interfere with compaction; large or frozen lumps that will not break down readily under compaction; and wood or other extraneous material. Obtain backfill material from excavation or from other sources. In areas not supporting a completed roadbed, retaining wall, or embankment, place backfill in layers at most 8 in. deep (loose measurement). In areas supporting a portion of a roadbed, retaining wall, or embankment, place backfill in uniform layers at most 6 in. deep (loose measurement). Compact each layer to meet the density requirements of the roadbed, retaining wall, embankment material or as shown on the plans. Bring each layer of backfill material to the moisture content needed to obtain the required density. Use mechanical tamps or rammers to compact the backfill. Rollers may be used to compact backfill if feasible. Cohesion less materials such as sand may be used for backfilling. Compact cohesion less materials using vibratory equipment, water-ponding or a combination of both. Page 5 of 8 8. Warning Tape. Place an underground mylar marking tape, as approved by the Engineer, over the MDC on top of a 6 in. backfill, prior to final backfill of trench, unless otherwise shown on the plans. Cover the entire width of the trench with the marking tape. Use warning tape continuously imprinted with "CAUTION — CITY OF FORT WORTH OPTICAL FIBER LINE BELOW". Furnishing and installation of warning tape is subsidiary to this item. 9. Final surface. Where existing surfacing is removed for placing MDC, repair by backfilling with material equal in composition and density to the surrounding areas and by replacing any removed surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. Mark MDC locations as directed. Excavation and backfilling will be subsidiary to the installation of the MDC. B. Boring. Jack and bore as shown on the plans or as approved by the Engineer, and in accordance with the Item. Item April 2013 1. General. Excavate suitable shafts or trenches for conducting the jacking or boring operations and for placing end joints of the pipe if the grade at the jacking or boring end is below the ground surface. Protect excavations with slopes, benching, sheeting, bracing, temporary shoring, pumping, and bailing as necessary to maintain the stability and safety of excavation. Install MDC so there is no interference with the operation of street, highway, railroad, or other facility and no embankment or structure is weakened or damaged. Repair any MDC damaged in jacking or boring operation. Remove and replace any MDC damaged beyond repair at the Contractor's expense. Immediately after installation of MDC, backfill shafts or trenches excavated used to facilitate jacking or boring. 2. Boring. Bore from a shaft in an approved location provided for the boring equipment and workmen. Dispose of excavated material using a method approved by the Engineer. Use water or other fluids in connection with the boring operation only as necessary to lubricate cuttings; do not use jetting. In unconsolidated soil formations, use a gel -forming colloidal drilling fluid consisting of high- grade, carefully processed bentonite to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and immediate installation of the conduit. Allowable variations from line and grade are specified in Section 476.3.A, "Jacking." Pressure - grout any over excavation of more than 1 in. Use a pilot hole or auger method for the boring. • Pilot Hole Method. Bore a 2 in. pilot hole the entire length of the crossing, and check it for line and grade on the opposite end of the bore from the work shaft. This pilot hole will serve as centerline for the larger diameter hole to be bored. Page 6 of 8 • Auger Method. Use a steel encasement pipe of the appropriate diameter equipped with a cutter head to mechanically perform the excavation. Use augers of sufficient diameter to convey the excavated material to the work shaft. C. Aerial. Fasten all MDC attached to bridges or other structures with MDC straps, hangers or as directed by Engineer. Submit details for MDC attachment. Submit details of method of installing MDC inside bridge decks (if MDC cannot be attached to outside of bridge) to Engineer for approval. Fit MDC ends with bushings or bell ends. D. Locator Wire. Install a 1 conductor, No.12 AWG solid copper locator wire in all MDC system runs to facilitate locating underground optical fiber optic cables. The wire is to be pulled into a duct along with the optical fiber cable; it shall not occupy a duct by itself unless there is no other cable being installed in the multiduct. The cable shall be continuous between ground boxes. The locator wire will be subsidiary to the installation of the MDC. 4. Testing A. General. Performance testing for all materials not previously tested and approved may be required. If technical data is not considered adequate for approval, the City may require material testing by an independent testing laboratory. The contract period will not be extended for time lost or delays caused by testing prior to final approval of any items. Failure to conform to the requirements of any test will be counted as a defect and the materials will be rejected. Rejected materials may be offered again for retest provided all non - compliances have been corrected and retested by an independent testing laboratory. B. Examination of Product. Carefully examine each MDC system component to verify that the materials, design, construction, markings, and workmanship comply with the requirements of its specification. C. Testing of Product. The contractor shall provide certified test reports by an independent testing laboratory for the following: 1. Coupling Body. Test the coupling body to ensure that it seals the inner duct by applying 100p.s.i.g. to an inner duct and verifying that the inner duct is capable of maintaining a minimum of 15p.s.i.g. for 24 hours. Testing shall be in accordance with ASTM, NEMA STANDARD TC-2, UL.651, and Bellcore standards as referenced in this specification. 2. Inner Duct. Test the burn through resistance of inner duct as per the following procedure: Wrap a length of inner duct around and secure to a rigid form with a radius of 24 in. Thread an appropriate length of pre -lubricated flat tape with a minimum tensile strength of 1500 Ib. through the inner duct and sew the ends together to create a continuous loop. Wrap the tape around a powered capstan that can be drawn away from the duct sample to provide a continuous tension of 450 Ib. Draw the tape continuously through the sample with the powered capstan at a rate of 100 ft. per minute. Ensure that the duct does not burn through within 150 minutes. Item April 2013 A. References. The MDC System Supplier shall submit 3 references where the supplier's MDC system has functioned successfully for a period of no less than 1 year. References Page 7 of 8 to include current name and address of organization, and the current name and telephone number of an individual from the organization who can be contacted to verify system installation. Provide this information prior to documentation submittal. Failure to furnish the above references will be sufficient reason for rejection of supplier product. B. Measurement. This item will be measured by the linear foot of MDC system furnished, installed, and tested. C. Payment. The work performed and materials furnished in accordance with this item and measured as provided under "Measurement" will be paid for at the unit price bid for "Multi - duct Conduit" of the type specified. The price is full compensation for furnishing, and installing MDC; for excavation, boring, aerial installation, furnishing and placing backfill, installing all fittings, sweeps, bends, repair, couplings, adaptors, ground box termination kits, pre -assembled split repair costs, lubrication access fittings, hangers, brackets, expansion joints, concrete, and detectable underground metalized mylar warning tape, locator wire, and for all labor, tools, equipment and incidentals necessary to complete all work. END Item April 2013 Page 8 of 8