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OKLAHOMA
CITY
WATER
UTILITIES
TRUST
VOLUME 2 OF 2
TECHNICAL SPECIFICATIONS
Trustees:
James D. Couch, Chairman, Independent Trustee Sharon Voorhees, Independent Trustee Todd Stone, Council Trustee David Holt, Mayor Trustee
Mark K. Stonecipher, Vice Chairman, Surrogate Trustee Craig Freeman, City Manager Trustee
Brent Bryant, Surrogate Trustee
Chris Browning, General Manager Amy K. Simpson, Secretary
OCWUT Project TS-0006 Tinker Air Force Base Lift Station Elimination Area D
Tinker Air Force Base, Oklahoma
Tetra Tech, Inc. • 119 N. Robinson Avenue, Suite 700, Oklahoma City, OK 73102 Office: (405) 606-8600
Bradley Carter, Council Trustee
Tetra Tech, Inc 7645 E 63rd Street, Suite 301 Tulsa, OK 74133 Office: (918) 249-3909
STRUCTURE DEMOLITION 024116 - 1
SECTION 024116 - STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Salvage of materials.
2. Demolishing designated structures.
3. Protecting items designated to remain.
4. Removing demolished materials.
1.2 MEASUREMENT AND PAYMENT
A. Basis of Measurement: Lump Sum
B. Basis of Payment:
1. LS SPUP-28 Demolition includes demolition, loading, removal of lift station SPUP-28 from site and protection of adjacent structures.
2. LS SPUP-108 Demolition includes demolition, loading, removal of lift station SPUP-108 from site, and protection of adjacent structures.
3. Modify Manhole Floor Opening includes saw cutting the floor of Manhole #003 as shown on the Construction Drawings, loading, removing demolished section of manhole floor, and protection of adjacent structures.
1.3 SEQUENCING
A. Demolition of structures shall be the last activity prior to reconnecting services to ensure the least possible disruption to the existing services. If sewer service is disrupted for more than one (1) work day, temporary restroom facilities must be provided at no additional cost to owner.
1.4 SUBMITTALS
A. Section 013300 - Submittal Procedures: Requirements for submittals.
B. Existing Building Documentation: Submit the following for existing buildings indicated to remain.
1. Survey indicating position and elevation of exterior building features.
2. Photographic survey indicating conditions before, during, and after demolition Work.
Photographic survey shall be performed by designated TAFB authorized personnel and approved by the contractor.
STRUCTURE DEMOLITION 024116 - 2
C. Permits: Submit copies of permits required by regulatory agencies for demolition and sidewalk and street closings.
D. Plan: Provide a written plan for how demolished equipment and materials will be removed and salvaged or disposed.
1.5 CLOSEOUT SUBMITTALS
A. Project Record Documents: Accurately record actual locations of capped utilities and subsurface obstructions.
1.6 QUALITY ASSURANCE
A. Conform to applicable code for demolition of structures, safety of adjacent structures, dust control, and disposal.
B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.
C. Permits: Obtain required permits from authorities having jurisdiction.
D. Maintain one copy of each document on-Site.
1.7 EXISTING CONDITIONS
A. Notify Architect/Engineer upon discovery of hazardous materials.
B. Maintain existing sidewalks to greatest extent possible.
PART 2 - PRODUCTS
2.1 FILL MATERIALS
A. Fill Material: Use excess native soils from trenching.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine existing equipment and utilities indicated to be demolished before demolition. Utilities to be demolished shall be inspected by CCTV to ensure that service have previously been capped.
B. Before beginning the demolition work, mark facilities effected by the work as not to be used.
C. Verify hazardous material abatement is complete before beginning demolition.
STRUCTURE DEMOLITION 024116 - 3
D. Existing Building Documentation
1. Document condition of adjacent structures indicated to remain.
2. Audio-Video Recording Pre-Construction shall be performed in accordance with Section
109 of the City of Oklahoma City Standard Specifications and in accordance to TAFB
Photographic Authorization.
3.2 PREPARATION
A. Coordinate with Tinker AFB and OCWUT two weeks in advance of beginning the demolition work.
1. Request underground utilities to be located and marked within and surrounding construction areas.
B. Notify affected utility companies before starting Work, and comply with utility's requirements.
C. Do not close or obstruct traffic lanes, parking spaces, or sidewalks without permits.
D. Erect and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the Owner existing improvements indicated to remain.
E. Protect existing trees.
F. Prevent movement or settlement of adjacent structures. Provide bracing and shoring.
G. Remove and replace adjacent bollards as needed.
3.3 DEMOLITION
A. General:
1. Use of explosives is not permitted.
2. Conduct demolition to minimize interference with adjacent structures.
3. Cease operations immediately when adjacent structures appear to be in danger. Notify
Tinker Air Force Base. Do not resume operations until directed.
B. Lift stations:
1. Remove electrical boxes, Mission box and antenna, and generator hookup box and salvage to OCWUT operations.
2. Remove and dispose of internal pumps, electronics, and piping.
3. Disconnect and cap electric utility in accordance with applicable code.
4. Shore soil surrounding lift station manholes and remove lift station structure.
5. Install cleanout, connect to new gravity sewer and to existing service line.
6. Backfill void caused by lift station removal with excess site soils from trenching.
C. Capped Utilities:
STRUCTURE DEMOLITION 024116 - 4
1. Sanitary sewer lines to be abandoned shall be abandoned in accordance with Section 604 of the City of Oklahoma City Standard Specifications.
D. Below-grade Structures:
1. Soil shall be backfilled to grade where existing subgrade structures were removed.
Backfilled soil shall be compacted to a minimum of 95% Standard Proctor Test (ASTM D-
698) and shall be rough-graded to tie in with the adjacent existing grade elevations.
E. Modify Manhole Floor Opening:
1. The floor of manhole #003 shall be cut as shown in the Construction Drawings. Use methods to ensure the manhole will otherwise remain in-tact.
END OF SECTION 024116
TS-0006 13 42 10-1
SECTION 13 42 10 - FLOW MEASUREMENT
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Sonic open channel flow meter.
1.02 SUBMITTALS
A. Shop Drawings.
B. Calibration report.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with specified requirements, manufacturers offering products which shall be incorporated in Work include:
1. Sonic Open Channel Flow Meter:
a. ADS® Triton+
b. NO OR EQUAL.
2.02 OPEN CHANNEL FLOW METER
A. Flow device shall be microprocessor-based and include sensing head, control cabinet, and automatic ambient temperature compensation.
B. CONTRACTOR, equipment supplier, and manufacturer shall examine Drawings for each installation to determine that equipment supplied will work in each application.
C. Equipment supplier must ensure beam angle of sensor shall not have interference from walls or other objects at each location. Shop Drawings shall be specific about model numbers at each location with detailed sketches showing mounting heights, zero dimensions, span dimensions, and beam angle data for each location.
D. Any device that will not function reliably to Specifications in its application shall be replaced at
CONTRACTOR's expense.
E. Sensor head shall be mountable in an explosion-proof area. Sensor head shall be epoxy-coated metal, encapsulated or mylar for corrosion resistance. Sensor head shall contain a thermostatically controlled heater for outdoor application for manufacturers that require sensor head heater for operation down to –4 degrees F.
F. Sensor shall maintain reading in surcharge situations.
TS-0006 13 42 10-2
G. Connections to controller and sensor shall be with well-marked terminal blocks. Schematics and wiring diagrams shall be furnished for field wiring and documentation.
H. Operational Data:
1. Temperature: Sensor to operate within specifications over –10 degrees F to 120 degrees F.
Controller to operate from 32 degrees F to 120 degrees F without heater and –20 degrees F with a heater.
2. Velocity Measurement: Radar, Pulse Dopplar, or Laser
3. Depth Measurement: Ultrasonic or submersible pressure
4. AGC: Automatic gain control to maximize signal to noise ratio.
5. System Accuracy:
a. Velocity: +/- 0.5 percent of instantaneous value of flow.
b. Depth: +/- 1 percent of level range.
c. Flow: +/- 1 percent of full scale maximum
6. Power Supply: 12-volt batteries.
7. Output: 4-20 mA output linear with flow into 0-700 ohms. Output shall be isolated-floating to prevent system ground loops when used with other control loops that have an established common at a remote location.
8. Communications: TCP/IP Ethernet
PART 3 - EXECUTION
3.01 GENERAL
A. Examination, Installation, Field Quality Control, Demonstration:
1. Installation shall be performed by authorized manufacturer's representative.
2. Manufacturer’s representative shall manually confirm of depth and velocity after installation and provide calibration report.
END OF SECTION
| Oklahoma City Standard Specifications Bookmarked March 2024 |
| Cover Page |
| Signature Page |
| Section 100 - GENERAL PROVISIONS |
| TABLE OF CONTENTS |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| SECTION 1 – STANDARD SPECIFICATIONS AND PREFACE |
| 1.1 PREFACE |
| 1.2 PURPOSE, INTENT AND INTERPRETATION OF STANDARD SPECIFICATIONS |
| 1.3 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS |
| SECTION 10 – APPLICABILITY OF STANDARD SPECIFICATIONS |
| SECTION 100 – GENERAL PROVISIONS |
| 100.01– COORDINATION OF THE CONTRACT DOCUMENTS |
| 100.02 - CONFLICTS BETWEEN CONTRACT DOCUMENTS |
| 100.03 – CONFLICT BETWEEN REQUIREMENTS AND STANDARDS |
| 100.04 - APPARENT DISCREPANCIES. |
| 100.05 - COOPERATION OF CONTRACTOR |
| 100.06 – LEGAL REQUIREMENTS |
| 100.07 – DEFINITION OF TERMS |
| SECTION 101 – NOTICE TO BIDDERS |
| SECTION 102 – PREQUALIFICATION OF BIDDERS |
| 102.01 – PREQUALIFICATION TO BID |
| 102.02 – PREQUALIFICATION TO PERFORM WORK |
| SECTION 103 – BID REQUIREMENTS AND CONDITIONS |
| 103.01 – PRE-BID CONFERENCE |
| 103.02 – CONTENT OF BIDDING DOCUMENTS |
| 103.03 – BIDDER’S REPRESENTATIONS |
| 103.04 – PREPARATION AND FILING OF BID |
| 103.05 – BID AFFIDAVITS |
| 103.06 – BID SECURITY |
| 103.07 – NO WITHDRAWAL OR ALTERATION OR NON-CONSIDERATION OF BIDS |
| 103.08 - SALES TAX |
| 103.09 – OPENING OF BIDS |
| 103.10 – IRREGULAR BIDS |
| 103.11 – REJECTION OF BIDS |
| 103.12 – NONCOLLUSION |
| 103.13 – BUSINESS RELATIONSHIP |
| SECTION 104 – EMPLOYMENT PRACTICES |
| 104.01 – NONDISCRIMINATION |
| 104.02 – SMALL, LOCAL AND MINORITY BUSINESS SUBCONTRACTING PROGRAM. |
| SECTION 105 – AWARD AND EXECUTION OF PUBLIC CONSTRUCTION CONTRACTS |
| 105.01 – AWARD OF CONTRACT |
| 105.02 – NO RIGHTS BY CONTRACT AWARD |
| 105.03 - EXECUTION OF CONTRACT DOCUMENTS (Non-Emergency). |
| 105.04 – EXECUTION OF EMERGENCY CONTRACT DOCUMENTS. |
| 105.05 – RIGHTS UNDER THE CONTRACT. |
| 105.06 – RESERVE RIGHT TO RESCIND AWARD AND AWARD TO NEXT LOWEST BIDDER |
| 105.07 – FAILURE TO EXECUTE CONTRACT |
| 105.08 - NO WORK UNTIL WORK ORDER |
| SECTION 106 – CONTRACT BONDS REQUIRED |
| 106.01 - SUCCESSFUL BIDDER SUBMITS BONDS. |
| 106.02 - BONDS |
| SECTION 107 – PRE-WORK |
| 107.02 – WORK ORDER |
| 107.03– AUTHORITY OF CITY ENGINEER |
| SECTION 108 – SCOPE OF WORK |
| 108.01 – INTENT OF CONTRACT DOCUMENTS |
| 108.02 – CONFORMITY WITH CONTRACT DOCUMENTS |
| 108.03 – ORDER OF CONSTRUCTION |
| 108.04 – PROSECUTION OF WORK |
| 108.05 – DAY'S WORK AND WORKING HOURS |
| 108.06 – TIME OF COMMENCEMENT AND COMPLETION |
| 108.07 – EXTENSION OF TIME OF COMPLETION |
| 108.08 – FAILURE TO COMPLETE WORK ON TIME |
| 108.09 – CONTINUOUS PROGRESSION OF THE WORK |
| 108.10 – AMENDMENTS, CHANGE ORDERS AND FIELD CHANGES |
| 108.11 – POST CONTRACT AWARD REQUESTS FOR SUBSTITUTIONS |
| SECTION 109 – CONTROL OF THE WORK AND MATERIALS |
| 109.01 – ADJUSTMENT OF EXISTING STRUCTURES AND UTILITIES |
| 109.02 – GEOTECHNICAL INFORMATION |
| 109.03 – AUDIO-VIDEO RECORDING PRE-CONSTRUCTION AND POST-CONSTRUCTION |
| 109.04-STORM WATER CONSTRUCTION ACTIVITIES PERMIT |
| 109.05 – SEDIMENT AND EROSION CONTROL |
| 109.06 – EXISTING STRUCTURES NOT SHOWN IN CONTRACT DOCUMENTS |
| 109.07 – CONSTRUCTION STAKES |
| 109.08 – MEASUREMENTS |
| 109.09 – SUBMITTALS AND SHOP DRAWINGS |
| 109.10 – MATERIALS AND EQUIPMENT |
| 109.11 – MATERIALS CERTIFICATIONS |
| 109.12. – STORED MATERIALS AND EQUIPMENT |
| 109.13 – AGGREGATE MATERIALS |
| 109.14 – INSPECTION |
| 109.15 – REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK |
| 109.16 – PUNCH LIST |
| 109.17 – Substantial Completion |
| 109.18 – FINAL INSPECTION |
| 109.19 – FINAL CLEAN UP |
| 109.21 – WARRANTY AND CORRECTION OF WORK AFTER FINAL PAYMENT |
| SECTION 110 – LEGAL RELATION AND RESPONSIBILITY TO THE PUBLIC |
| 110.01 – LAWS TO BE OBSERVED |
| 110.02 – PERMITS AND LICENSES |
| 110.03 – PATENTED DEVICES, MATERIALS AND PROCESSES |
| 110.04 – SANITARY PROVISIONS |
| 110.05 – PUBLIC CONVENIENCE AND SAFETY |
| 110.06 – STREETS, ALLEYS, OR RIGHTS-OF-WAY |
| 110.07 – RAILWAY CROSSINGS |
| 110.08 - ACCESS |
| 110.09 - TEMPORARY SURFACING |
| 110.10 – USE OF EXPLOSIVES |
| 110.11 – PROTECTION AND RESTORATION OF PROPERTY |
| 110.12 – PROTECTION AND PRESERVATION OF LAND MONUMENTS AND PROPERTY LINE MARKS |
| 110.13- SECURITY AND WATCHMEN |
| 110.14 – PUBLIC UTILITIES AND PUBLIC PROPERTY TO BE CHANGED |
| 110.15 – TEMPORARY SEWER AND DRAIN CONNECTIONS |
| 110.16 – ARRANGEMENT AND CHARGE FOR UTILITIES FURNISHED BY THE CITY |
| 110.17 – USE OF FIRE HYDRANTS |
| 110.18 – CONTRACTOR'S RESPONSIBILITY FOR THE WORK |
| 110.19 –RESPONSIBILITY AND LIABILITY |
| 110.20 – WAIVER OF LEGAL RIGHTS |
| 110.21 – INDEMNIFICATION |
| 110.22 – CONTRACTOR'S INSURANCE |
| 110.23 – EXTENDED COVERAGE AND BUILDER'S RISK INSURANCE |
| 110.24 – LIENS |
| SECTION 111 – PROSECUTION AND PROGRESS |
| 111.01 – SUBLETTING OF WORK |
| 111.02 – ASSIGNMENT OF CONTRACT |
| 111.03 – LIMITATION OF OPERATIONS |
| 111.04 – CHARACTER OF WORKMEN AND EQUIPMENT |
| 111.05 – STOP WORK ORDER; AND ANNULMENT OF CONTRACT; TERMINATION |
| 111.06 – COMPLETION OF CONTRACT |
| SECTION 112 – MEASUREMENT AND PAYMENT |
| 112.01 – MEASUREMENT OF QUANTITIES |
| 112.02 – SCHEDULE OF VALUES (FOR LUMP SUM CONTRACTS ONLY) |
| 112.03 – SCOPE OF PAYMENT |
| 112.04 – PARTIAL PAYMENTS |
| 112.05 – RETAINAGE |
| 112.06 – ACCEPTANCE AND FINAL PAYMENT |
INDEX SECTION 100
| Section 200 - EARTHWORK |
| TABLE OF CONTENTS |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| SECTION 200 – EXCAVATION |
| 200.01 DESCRIPTION |
| 200.02 MATERIALS |
| 200.03 EQUIPMENT |
| 200.04 CONSTRUCTION METHODS |
| 200.06 METHOD OF MEASUREMENT |
| 200.07 BASIS OF PAYMENT |
| SECTION 201 – EMBANKMENT |
| 201.01 DESCRIPTION |
| 201.04 CONSTRUCTION METHODS |
| 201.06 METHOD OF MEASUREMENT |
| 201.07 BASIS OF PAYMENT |
| SECTION 202 – BORROW |
| 202.01 DESCRIPTION |
| 202.02 MATERIALS |
| 202.04 CONSTRUCTION METHODS |
| 202.06 METHOD OF MEASUREMENT |
| 202.07 BASIS OF PAYMENT |
| SECTION 204 – CLEARING AND GRUBBING |
| 204.01 DESCRIPTION |
| 204.04 CONSTRUCTION METHODS |
| 204.07 BASIS OF PAYMENT |
| SECTION 205-SALVAGING TOPSOIL |
| 205.01 DESCRIPTION |
| 205.02 MATERIALS |
| 205.04 CONSTRUCTION METHODS |
| 205.06 METHOD OF MEASUREMENT |
| 205.07 BASIS OF PAYMENT |
| SECTION 211 – DEWATERING |
| 211.01 DESCRIPTION |
| 211.04 CONSTRUCTION METHODS |
| 211.06 METHOD OF MEASUREMENT |
| 211.07 BASIS OF PAYMENT |
| SECTION 212 – TRENCH EXCAVATION AND BACKFILL |
| 212.01 DESCRIPTION |
| 212.04 CONSTRUCTION METHODS |
| 212.06 METHOD OF MEASUREMENT |
| 212.07 BASIS OF PAYMENT |
| SECTION 213 – CRUSHED ROCK FOUNDATION |
| 213.01 DESCRIPTION |
| 213.02 MATERIALS |
| 213.04 CONSTRUCTION METHODS |
| 213.06 METHOD OF MEASUREMENT |
| 213.07 BASIS OF PAYMENT |
| SECTION 215 – EMBEDMENT MATERIAL |
| 215.01 DESCRIPTION |
| 215.02 MATERIALS |
| 215.04 CONSTRUCTION METHODS |
| 215.05 TESTING |
| 215.06 METHOD OF MEASUREMENT |
| 215.07 BASIS OF PAYMENT |
| SECTION 220 – SUBGRADE |
| 220.01 DESCRIPTION |
| 220.04 CONSTRUCTION METHODS |
| 220.07 BASIS OF PAYMENT |
| SECTION 222 – SUBGRADE STABILIZATION |
| 222.01 DESCRIPTION |
| 222.02 MATERIALS |
| 222.03 EQUIPMENT |
| 222.04 CONSTRUCTION METHODS |
| 222.06 METHOD OF MEASUREMENT |
| 222.07 BASIS OF PAYMENT |
| SECTION 223 -- CEMENT SUBGRADE STABILIZATION |
| 223.01 DESCRIPTION |
| 223.02 MATERIALS |
| 223.03 EQUIPMENT |
| 223.04 CONSTRUCTION METHODS |
| 223.07 BASIS OF PAYMENT |
| SECTION 224 -- CEMENT TREATED BASE |
| 224.01 DESCRIPTION |
| 224.02 MATERIALS |
| 224.03 EQUIPMENT |
| 224.04 CONSTRUCTION METHODS |
| 224.06 METHOD OF MEASUREMENT |
| 224.07 BASIS OF PAYMENT |
| SECTION 225 – AGGREGATE BASE |
| 225.01 DESCRIPTION |
| 225.02 MATERIALS |
| 225.04 CONSTRUCTION METHODS |
| 225.06 METHOD OF MEASUREMENT |
| 225.07 BASIS OF PAYMENT |
| SECTION 226 – PROCESSING EXISTING BASE AND SURFACE |
| 226.01 DESCRIPTION |
| 226.04 CONSTRUCTION METHODS |
| 226.06 METHOD OF MEASUREMENT |
| 226.07 BASIS OF PAYMENT |
| SECTION 251 - JACKING |
| 251.01 DESCRIPTION |
| 251.04 CONSTRUCTION METHODS |
| 251.06 METHOD OF MEASUREMENT |
| 251.07 BASIS OF PAYMENT |
| SECTION 252 – BORING |
| 252.01 DESCRIPTION |
| 252.02 MATERIALS |
| 252.04 CONSTRUCTION METHODS |
| 252.06 METHOD OF MEASUREMENT |
| 252.07 BASIS OF PAYMENT |
| Section 300 - SURFACING |
| TABLE OF CONTENTS |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| SECTION 301-GENERAL REQUIREMENTS FOR SURFACES |
| 301.01 DESCRIPTION |
| 301.02 MATERIALS |
| 301.03 EQUIPMENT |
| 301.04 CONSTRUCTION METHODS |
| SECTION 302-TRAFFIC-BOUND SURFACE COURSE |
| 302.01 DESCRIPTION |
| 302.02 MATERIALS |
| 302.04 CONSTRUCTION METHODS |
| 302.06 METHOD OF MEASUREMENT |
| 302.07 BASIS OF PAYMENT |
| SECTION 303- CHIP SEAL |
| 303.01 DESCRIPTION |
| 303.02 MATERIALS |
| 303.03 EQUIPMENT |
| 303.04 CONSTRUCTION METHODS |
| 303.06 METHOD OF MEASUREMENT |
| 303.07 BASIS OF PAYMENT |
| SECTION 307-FOG SEAL AND TACK COAT |
| 307.01 DESCRIPTION |
| 307.02 MATERIALS |
| 307.03 EQUIPMENT |
| 307.04 CONSTRUCTION METHODS |
| 307.06 METHOD OF MEASUREMENT |
| 307.07 BASIS OF PAYMENT |
| SECTION 309 INTERLAYERS FOR HOT MIX ASPHALT OVERLAYS |
| 309.01 DESCRIPTION |
| 309.02 MATERIALS |
| 309.03 EQUIPMENT |
| 309.04 CONSTRUCTION METHODS |
| 309.06 METHOD OF MEASUREMENT |
| 309.07 BASIS OF PAYMENT |
| SECTION 310- MICRO SURFACING |
| 310.01 DESCRIPTION |
| 310.02 MATERIALS |
| 310.03 EQUIPMENT |
| 310.04 CONSTRUCTION METHODS |
| 310.06 METHOD OF MEASUREMENT |
| 310.07 BASIS OF PAYMENT |
| SECTION 311-HOT MIX ASPHALT / WARM MIX ASPHALT |
| 311.01 DESCRIPTION |
| 311.02 MATERIALS |
| 311.03 EQUIPMENT |
| 311.04 CONSTRUCTION METHODS |
| 311.05 TESTING |
| 311.06 METHOD OF MEASUREMENT |
| 311.07 BASIS OF PAYMENT |
| SECTION 312-COLD-MILLING PAVEMENT |
| 312.01 DESCRIPTION |
| 312.03 EQUIPMENT |
| 312.04 CONSTRUCTION METHODS |
| 312.06 METHOD OF MEASUREMENT |
| 312.07 BASIS OF PAYMENT |
| SECTION 314-PORTLAND CEMENT CONCRETE PAVEMENT |
| 314.01 DESCRIPTION |
| 314.02 MATERIALS |
| 314.03 EQUIPMENT |
| 314.04 CONSTRUCTION METHODS |
| 314.06 METHOD OF MEASUREMENT |
| 314.07 BASIS OF PAYMENT |
| SECTION 315--CONCRETE JOINT SEALING |
| 315.01 DESCRIPTION |
| 315.02 MATERIALS |
| 315.03 EQUIPMENT |
| 315.04 CONSTRUCTION METHODS |
| 315.06 METHOD OF MEASUREMENT |
| 315.07 BASIS OF PAYMENT |
| SECTION 316--DOWEL BAR RETROFIT |
| 316.01 DESCRIPTION |
| 316.02 MATERIALS |
| 316.04 CONSTRUCTION METHODS |
| 316.05 TESTING |
| 316.07 BASIS OF PAYMENT |
| SECTION 325--DIAMOND GRINDING CONCRETE PAVEMENT |
| 325.01 DESCRIPTION |
| 325.03 EQUIPMENT |
| 325.04 CONSTRUCTION METHODS |
| 325.06 METHOD OF MEASUREMENT |
| 325.07 BASIS OF PAYMENT |
| SECTION 326--PRESSURE GROUTING PAVEMENT |
| 326.01 DESCRIPTION |
| 326.02 MATERIALS |
| 326.03 EQUIPMENT |
| 326.04 CONSTRUCTION METHODS |
| 326.06 METHOD OF MEASUREMENT |
| 326.07 BASIS OF PAYMENT |
| SECTION 330--PAVEMENT AND BRIDGE DECK SMOOTHNESS |
| 330.01 DESCRIPTION |
| 330.03 EQUIPMENT |
| 330.04 CONSTRUCTION METHODS |
| 330.07 BASIS OF PAYMENT |
| SECTION 340--ASPHALT SAFETY EDGE |
| 340.01 DESCRIPTION |
| 340.02 MATERIALS |
| 340.03 EQUIPMENT |
| 340.04 CONSTRUCTION METHODS |
| 340.06 METHOD OF MEASUREMENT |
| 340.07 BASIS OF PAYMENT |
| SECTION 341--ASPHALT CRACK REPAIR |
| 341.01 DESCRIPTION |
| 341.02 MATERIALS |
| 341.03 EQUIPMENT |
| 341.04 CONSTRUCTION METHODS |
| 341.06 METHOD OF MEASUREMENT |
| 341.07 BASIS OF PAYMENT |
| Section 400 - CONCRETE |
| TABLE OF CONTENTS |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| SECTION 401 – STRUCTURAL EXCAVATION |
| 401.01 DESCRIPTION |
| 401.04 CONSTRUCTION METHODS |
| 401.06 METHOD OF MEASUREMENT |
| 401.07 BASIS OF PAYMENT |
| SECTION 402 – DRILL SHAFT FOUNDATIONS |
| 402.01 DESCRIPTION |
| 402.02 MATERIALS |
| 402.04 CONSTRUCTION METHODS |
| 402.06 METHOD OF MEASUREMENT |
| 402.07 BASIS OF PAYMENT |
| SECTION 403 – CONCRETE STRUCTURES |
| 403.01 DESCRIPTION |
| 403.02 MATERIALS |
| 403.04 CONSTRUCTION METHODS |
| 403.05 TESTING |
| 403.06 METHOD OF MEASUREMENT |
| 403.07 BASIS OF PAYMENT |
| SECTION 404 – STRUCTURAL CONCRETE |
| 404.01 DESCRIPTION |
| 404.02 MATERIALS |
| 404.03 EQUIPMENT |
| 404.04 CONSTRUCTION METHODS |
| 404.05 TESTING |
| 404.06 METHOD OF MEASUREMENT |
| 404.07 BASIS OF PAYMENT |
| SECTION 405 – PRE-STRESSED CONCRETE FOR STRUCTURES |
| 405.01 DESCRIPTION |
| 405.02 MATERIALS |
| 405.04 CONSTRUCTION METHODS |
| 405.06 METHOD OF MEASUREMENT |
| 405.07 BASIS OF PAYMENT |
| SECTION 406 – HIGH EARLY STRENGTH CONCRETE |
| 406.01 DESCRIPTION |
| 406.02 MATERIALS |
| 406.04 CONSTRUCTION METHODS |
| 406.06 METHOD OF MEASUREMENT |
| 406.07 BASIS OF PAYMENT |
| SECTION 407 – PNEUMATICALLY PLACED CONCRETE |
| 407.01 DESCRIPTION |
| 407.02 MATERIALS |
| 407.03 EQUIPMENT |
| 407.04 CONSTRUCTION METHODS |
| 407.06 METHOD OF MEASUREMENT |
| 407.07 BASIS OF PAYMENT |
| SECTION 408 – STEEL STRUCTURES |
| 408.01 DESCRIPTION |
| 408.02 MATERIALS |
| 408.03 - EQUIPMENT |
| 408.04 CONSTRUCTION METHODS |
| 408.06 METHOD OF MEASUREMENT |
| 408.07 BASIS OF PAYMENT |
| SECTION 409 – CONCRETE BRIDGE FLOORS |
| 409.01 DESCRIPTION |
| 409.02 MATERIALS |
| 409.04 CONSTRUCTION METHODS |
| 409.06 METHOD OF MEASUREMENT |
| 409.07 BASIS OF PAYMENT |
| SECTION 410 – PORTLAND CEMENT CONCRETE OVERLAY OF BRIDGE FLOORS |
| 410.01 DESCRIPTION |
| 410.02 MATERIALS |
| 410.03 EQUIPMENT |
| 410.04 CONSTRUCTION METHODS |
| 410.06 METHOD OF MEASUREMENT |
| 410.07 BASIS OF PAYMENT |
| SECTION 411 – REINFORCING STEEL |
| 411.01 DESCRIPTION |
| 411.02 MATERIALS |
| 411.04 CONSTRUCTION METHODS |
| 411.06 METHOD OF MEASUREMENT |
| 411.07 BASIS OF PAYMENT |
| SECTION 412 – PENETRATING SEALER FOR CONCRETE SURFACES |
| 412.01 DESCRIPTION |
| 412.02 MATERIALS |
| 412.04 CONSTRUCTION METHODS |
| 412.06 METHOD OF MEASUREMENTS |
| 412.07 BASIS OF PAYMENT |
| SECTION 450 – CONSTRUCTION REQUIREMENTS FOR STORM SEWERS |
| 450.01 DESCRIPTION |
| 450.02 MATERIALS |
| 450.04 CONSTRUCTION METHODS |
| 450.05 TESTING |
| 450.06 METHOD OF MEASUREMENT |
| 450.07 BASIS OF PAYMENT |
| SECTION 451 – REINFORCED CONCRETE PIPE (RCP) |
| 451.01 DESCRIPTION |
| 451.02 MATERIALS |
| 451.04 CONSTRUCTION METHODS |
| 451.05 TESTING |
| 451.06 METHOD OF MEASUREMENT |
| 451.07 BASIS OF PAYMENT |
| SECTION 452 – POLYPROPYLENE PIPE (PP) |
| 452.01 DESCRIPTION |
| 452.02 MATERIALS |
| 452.04 CONSTUCTION METHODS |
| 452.05 TESTING |
| 452.06 METHOD OF MEASUREMENT |
| 452.07 BASIS OF PAYMENT |
| SECTION 453 – CORRUGATED STEEL PIPE (CSP) |
| 453.01 DESCRIPTION |
| 453.02 MATERIALS |
| 453.04 CONSTRUCTION METHODS |
| 453.05 TESTING |
| 453.06 METHOD OF MEASUREMENT |
| 453.07 BASIS OF PAYMENT |
| SECTION 454 – PRECAST REINFORCED CONCRETE BOX CULVERT (RCB) |
| 454.01 DESCRIPTION |
| 454.02 MATERIALS |
| 454.04 CONSTRUCTION METHODS |
| 454.05 TESTING |
| 454.06 METHOD OF MEASUREMENT |
| 454.07 BASIS OF PAYMENT |
| SECTION 455 – STORM SEWER MANHOLES |
| 455.01 DESCRIPTION |
| 455.02 MATERIALS |
| 455.04 CONSTRUCTION METHODS |
| 455.05 TESTING |
| 455.06 METHOD OF MEASUREMENT |
| 455.07 BASIS OF PAYMENT |
| SECTION 456 – ADJUSTMENT OF EXISTING MANHOLE |
| 456.01 DESCRIPTION |
| 456.02 MATERIALS |
| 456.04 CONSTRUCTION METHODS |
| 456.06 METHOD OF MEASUREMENT |
| 456.07 BASIS OF PAYMENT |
| Section 500 - WATER |
| Table of Contents |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| TOC 5 |
| TOC 6 |
| TOC 7 |
| TOC 8 |
| SECTION 500 - GENERAL REQUIREMENTS |
| 500.01 - DESCRIPTION |
| 500.01.01 - DEFINITION of TERMS |
| 500.02 - PREQUALIFICATION |
| 500.03 - CONSTRUCTION OUTSIDE CITY LIMITS |
| 500.04 - TEST HOLES |
| 500.05 - ORDER OF CONSTRUCTION |
| 500.06 �- DELIVERY OF MATERIALS |
| 500.07 - SURFACE DRAINAGE STRUCTURES |
| 500.08 - CONCRETE AND STEEL REINFORCEMENT |
| 500.09 - DEPTH OF COVER |
| 500.10 - STANDARD DESIGN CONDITIONS |
| 500.11 - CLEAN-UP |
| 500.12 - WARRANTY |
| 500.13 - AS-BUILT DRAWINGS |
| 501.01 - DESCRIPTION |
| 501.02 - MATERIALS |
| 501.02.01 - PIPE AND FITTINGS |
| 501.02.02 - EMBEDMENT |
| SECTION 501 - PIPE AND FITTINGS INSTALLATION |
| 501.03 - CONSTRUCTION METHODS |
| 501.03.01 - BEDDING AND HAUNCHING |
| 501.03.02 - INSTALLATION REQUIREMENTS |
| 501.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 501.05 - BASIS OF PAYMENT |
| SECTION 502 - WATER SERVICE LINE CONNECTIONS |
| 502.01 - DESCRIPTION |
| 502.01.01 - GENERAL |
| 502.01.02 - PREQUALIFICATION REQUIREMENTS |
| 502.01.03 - TYPES |
| 502.02 - MATERIALS |
| 502.02.01 - DESIGN OF VALVES AND FITTINGS |
| 502.02.02 - DETAILED DESIGN OF VALVES AND FITTINGS |
| 510.02.03 - END CONNECTIONS |
| 502.04 - CONSTRUCTION METHODS |
| 502.04.01 - GENERAL |
| 502.04.02 - AFFIDAVIT OF COMPLIANCE |
| 502.05 - TESTING |
| 502.06 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 502.07 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 503 - WATER SERVICE LINES |
| 503.01 - DESCRIPTION |
| 503.01.01 - GENERAL |
| 503.01.02 - TYPES |
| 503.02 - MATERIALS |
| 503.04 - CONSTRUCTION METHODS |
| 503.05 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 503.06 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 504 - METERS/METER RELOCATION |
| 504.01 - DESCRIPTION |
| 504.02 - MATERIALS |
| 504.03 - CONSTRUCTION METHODS |
| 504.05 - METHOD OF MEASUREMENT |
| 504.06 - BASIS OF PAYMENT |
| SECTION 505 - TAPPING CONNECTIONS |
| 505.01 - DESCRIPTION |
| 505.02 - MATERIALS |
| 505.03 - CONSTRUCTION METHODS |
| 505.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 505.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 506 - FIRE LINES |
| 506.01 - DESCRIPTION |
| 506.02 - MATERIALS |
| 506.02.01 - FIRE HYDRANTS |
| 506.02.02 - BYPASS METER |
| 506.02.03 - ISOLATION VALVE |
| 506.02.04 - FIRE STANDPIPE |
| 506.02.05 - METER VAULT |
| 506.03 - CONSTRUCTION METHODS |
| 506.04 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 507 - FIRE HYDRANTS |
| 507.01 - DESCRIPTION |
| 507.02 - MATERIALS |
| 507.02.01 - GENERAL |
| 507.02.02 - SUBMITTALS |
| 507.02.03 - AFFADAVIT OF COMPLIANCE |
| 507.02.04 - TYPE OF SHUT-OFF |
| 507.02.05 - DELIVERY CLASSIFICATION |
| 507.02.06 - INLET CONNECTION |
| 507.02.07 - OUTLET CONNECTIONS |
| 507.02.08 - HARNESSING LUGS |
| 507.02.09 - NOZZLE CAP GASKET |
| 507.02.10 - DRAIN VALVE AND OUTLET |
| 507.02.11 - PAINT |
| 507.02.12 - SHAPE AND SIZE OF OPERATING AND CAP NUTS |
| 507.02.13 - BREAKABLE TYPE |
| 507.02.14 - STANDPIPE, FLANGES, AND EXTENSIONS |
| 507.02.15 - STEM |
| 507.02.16 - COUPLINGS |
| 507.02.17 - GROUND LINE GASKETS |
| 507.02.18 - MAIN AND VALVE SEATS |
| 507.02.19 - NOZZLE CAP CHAINS |
| 507.02.20 - FLANGES |
| 507.02.21 - OPERATING STEMS |
| 507.02.22 - O-RINGS |
| 507.02.23 - CAP NUTS |
| 507.03 - CONSTRUCTION METHODS |
| 507.03.01 - BURY LENGTH |
| 507.03.02 - TAPPING OF DRAIN OPENING |
| 507.03.03 - DIRECTION OF OPENING |
| 507.03.04 - INSTALLATION |
| 507.04 - TESTING |
| 507.05 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 507.06 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 508 - REMOVAL OF FIRE HYDRANTS |
| 508.01 - DESCRIPTION |
| 508.02 - CONSTRUCTION METHODS |
| 508.03 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 508.04 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 509 - THRUST RESTRAINTS |
| 509.01 - DESCRIPTION |
| 509.01.02 - DEFINITIONS |
| 509.02 - MATERIALS |
| 509.03 - CONSTRUCTION METHODS |
| 509.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| SECTION 510 - BLOW-OFF CONNECTIONS |
| 510.01 - DESCRIPTION |
| 510.02 - CONSTRUCTION METHODS |
| 510.03 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 510.04 - BASIS OF PAYMENT - Public Construction Contracts |
| 511.01 - DESCRIPTION |
| SECTION 511 - WATER VALVES |
| 511.02 - MATERIALS |
| 511.02.01 - GATE VALVES |
| 511.02.02 - TAPPING VALVES |
| 511.02.03 - BUTTERFLY VALVES |
| 511.02.04 - CHECK VALVES |
| 511.02.05 - AIR VALVES |
| 511.03 - CONSTRUCTION MMETHODS |
| 511.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 511.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 512 - VALVE BOXES AND VAULTS |
| 512.01 - DESCRIPTION |
| 512.02 - MATERIALS |
| 512.03 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 513 - HYDROSTATIC PRESSURE TESTING AND DISINFECTION |
| 513.01 - DESCRIPTION |
| 513.01.01 - GENERAL |
| 513.02 - CONSTRUCTION METHODS |
| 513.02.01 - FLUSHING |
| 513.02.02 - DISINFECTION |
| 513.03 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 513.04 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 514 - DUCTILE IRON PIPE (DIP) |
| 514.01 - DESCRIPTION |
| 514.02 - MATERIALS |
| 514.02.01 - GENERAL |
| 514.02.02 - SUBMITTALS |
| 514.02.03 - DESIGN BASIS |
| 514.02.04 - MINIMUM PIPE DESIGN FOR DUCTILE IRON PIPE |
| 514.02.05 - PIPE JOINTS AND FITTINGS |
| 514.02.06 - COATING AND LINING |
| 514.02.07 - CORROSION PROTECTION |
| 514.03 - TESTING (MANUFACTURER TESTING) |
| 514.03.01 - SOURCE QUALITY CONTROL |
| 514.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 514.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 515 - POLYVINYL CHLORIDE (PVC) PIPE |
| 515.01 - DESCRIPTION |
| 515.02 - MATERIALS |
| 515.02.01 - GENERAL |
| 515.02.02 - SUBMITTALS |
| 515.02.03 - DESIGN BASIS |
| 515.02.04 - MINIMUM DIMENSION RATIO (DR) |
| 515.02.05 - DIMENSIONS |
| 515.02.06 - PIPE JOINTS AND FITTINGS |
| 515.03 - CONSTRUCTION METHODS |
| 515.04 - TESTING |
| 515.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 516 - PRE-STRESSED CONCRETE CYLINDER PIPE (PCCP) |
| 516.01 - DESCRIPTION |
| 516.02 - MATERIALS |
| 516.02.01 - GENERAL |
| 516.02.02 - SUBMITTALS |
| 516.02.03 - DESIGN BASIS |
| 516.02.04 - MODIFICATIONS TO AWWA C-301 |
| 516.03 - TESTING (MANUFACTURERS' TESTING) |
| 516.03.01 - PLANT QUALITY CONTROL AND INSPECTION |
| 516.03.02 - HYDROSTATIC PRESSURE TESTING AND DISINFECTION |
516.04 - BASIS OF PAYMENT - Public Construction Contracts
| SECTION 517 - STEEL PIPE |
| 517.01 - DESCRIPTION |
| 517.02 - MATERIALS |
| 517.02.01 - GENERAL |
| 517.02.02 - SUBMITTALS |
| 517.02.03 - MANUFACTURER |
| 517.02.04 - DESIGN BASIS |
| 517.02.05 - MINIMUM WALL THICKNESS FOR BURIED INSTALLATIONS |
| 517.02.06 - MINIMUM WALL THICKNESS FOR UNBURIED INSTALLATIONS |
| 517.02.07 - SPECIALS AND FITTINGS |
| 517.02.08 - JOINTS |
| 517.02.09 - EXTERIOR COATING |
| 517.02.10 - INTERIOR LINING |
| 517.02.11 - CONNECTIONS |
| 517.03 - CONSTRUCTION METHODS |
| 517.04 - TESTING |
| 517.04.01 - HYDROSTATIC PRESSURE TESTING AND DISINFECTION |
| 517.04.02 - SOURCE QUALITY CONTROL |
517.05 - BASIS OF PAYMENT - Public Construction Contracts
| SECTION 518 - STEEL CASING PIPE |
| 518.01 - DESCRIPTION |
| 518.02 - MATERIALS |
| 518.02.01 - SUBMITTALS |
| 518.02.02 - GENERAL |
| 518.03 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 518.04 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 519 - CLOSURE PIECES |
| 519.01 - DESCRIPTION |
| 519.02 - MATERIALS |
| 519.02.01 - GENERAL |
| 519.02.02 - TYPES |
| 519.03 - CONSTRUCTION METHODS |
| 519.04 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 519.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 520 - TAPPING SLEEVES |
| 520.01 - DESCRIPTION |
| 520.02 - MATERIALS |
| 520.03 - NOT USED |
| 520.04 - CONSTRUCTION METHODS |
| 520.05 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 521 - TAPPING SADDLES |
| 521.01 - DESCRIPTION |
| 521.01 - MATERIALS |
| 521.03 - CONSTRUCTION METHODS |
| 521.04 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 522 - CORROSION MONITORING SYSTEM |
| 522.01 - DESCRIPTION |
| 522.01.01 - GENERAL |
| 522.02 - REQUIREMENTS |
| 522.02 - METHOD OF MEASUREMENT - Public Construction Contracts |
| 522.03 - BASIS OF PAYMENT - Public Construction Contracts |
| SECTION 523 - WATER CONSTRUCTION STANDARD BID ITEMS |
| 523.01 - DESCRIPTION |
| Section 600 - SANITARY SEWER |
| Table of Contents |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| TOC 5 |
| TOC 6 |
| TOC 7 |
| TOC 8 |
| TOC 9 |
| TOC 10 |
| TOC 11 |
| TOC 12 |
| SECTION 600 - GENERAL REQUIREMENTS |
| 600.01 - DESCRIPTION |
| 600.01.01 - DEFINITIONS |
| 600.02 - PREQUALIFICATION |
| 600.03 - CONSTRUCTION OUTSIDE CITY LIMITS |
| 600.04 - TEST HOLES |
| 600.05 - CONSTRUCTION SEQUENCE AND CONSTRAINTS |
| 600.06 - DELIVERY OF MATERIALS |
| 600.07 - SEWER GRADES |
| 600.08 - STOPPERS OR BULKHEADS |
| 600.09 - SURFACE DRAINAGE STRUCTURES |
| 600.10 - TEMPORARY SEWER AND DRAIN CONNECTIONS |
| 600.11 - CLEANUP |
| SECTION 601 - PIPE INSTALLATION |
| 601.01 - DESCRIPTION |
| 601.02 - PIPE MATERIALS |
| 601.02.01 - PIPE |
| 601.02.02 - EMBEDMENT MATERIAL |
| 601.03 - CONSTRUCTION METHODS |
| 601.03.01 - BEDDING AND HAUNCHING |
| 601.03.02 - INSTALLATION REQUIREMENTS |
| 601.04 - METHOD OF MEASUREMENT |
| 601.05 - BASIS OF PAYMENT |
| SECTION 602 - SEWER SERVICE CONNECTION |
| 602.01 - DESCRIPTION |
| 602.02 - MATERIALS |
| 602.02.01 - PIPE MATERIALS |
| 602.02.02 - CONNECTION TYPES |
| 602.02.03 - RISER |
| 602.02.04 - CONSTRUCTION METHODS |
| 602.03 - METHOD OF MEASUREMENT |
| 602.04 - BASIS OF PAYMENT |
| SECTION 603 - SEWER SERVICE LINE |
| 603.01 - DESCRIPTION |
| 603.02 - MATERIALS |
| 603.03 - CONSTRUCTION METHODS |
| 603.04 - METHOD OF MEASUREMENT |
| 60305 - BASIS OF PAYMENT |
| SECTION 604 - ABANDONING SEWER |
| 604.01 - DESCRIPTION |
| 604.02 - MATERIALS |
| 604.03 - METHOD OF MEASUREMENT |
| 604.04 - BASIS OF PAYMENT |
| SECTION 605 - PIPE BURSTING |
| 605.01 - DESCRIPTION |
| 605.02 - MATERIALS |
| 605.02.01 - SUBMITTALS |
| 605.02.02 - PIPE MATERIALS |
| 605.03 - CONSTRUCTION METHODS |
| 605.03.01 - GENERAL |
| 605.03.02 - CLEANING SEWER LINES |
| 605.03.03 - SEWER FLOW CONTROL |
| 605.03.04 - POINT REPAIR |
| 605.03.05 - SEWER SERVICE CONNECTIONS |
| 605.05 - METHOD OF MEASUREMENT |
| 605.06 - BASIS OF PAYMENT |
| SECTION 606 - SLIPLINING |
| 606.01 - DESCRIPTION |
| 606.02 - MATERIALS |
| 606.02.01 - SUBMITTALS |
| 606.02.02 - LINER PIPE MATERIALS |
| 606.03 - CONSTRUCTION METHODS |
| 606.03.01 - CLEANING SEWER LINES |
| 606.03.02 - SEWER FLOW CONTROL |
| 606.03.03 - POINT REPAIR |
| 606.03.04 - INSPECTION OR ACCESS PIT EXCAVATION & BACKFLL |
| 606.03.05 - LINER PIPE INSERTION |
| 606.03.06 - LINER PIPE SEALING |
| 606.03.07 - LINER PIPE GROUTING |
| 606.03.08 - SEWER SERVICE CONNECTIONS |
| 606.04 - TESTING |
| 606.04.01 - TELEVISION INSPECTION |
| 606.04.02 - SMOKE TESTING |
| 606.04.03 - DYE-WATER TESTING |
| 606.04.04 - SEWER LEAKAGE TESTING |
| 606.04.05 - ACCEPTANCE OF SLIPLINING |
| 606.05 - METHOD OF MEASUREMENT |
| 606.06 - BASIS OF PAYMENT |
| SECTION 607 - FORMED-IN-PLACE PIPE (FIPP) |
| 607.01 - DESCRIPTION |
| 607.02 - MATERIALS |
| 607.02.01 - SUBMITTALS |
| 607.02.02 - FIPP MATERIALS |
| 607.02.03 - FIPP DESIGN BASIS |
| 607.03 - CONSTRUCTION METHODS |
| 607.03.01 - GENERAL |
| 607.03.02 - SEWER SERVICE CONNECTIONS |
| 607.03.03 - SEWER FLOW CONTROL |
| 607.03.04 - POINT REPAIR |
| 607.03.05 - CLEANING SEWER LINES |
| 607.04 - FIPP MATERIAL TESTING |
| 607.04.01 - GENERAL |
| 607.04.02 - TELEVISION INSPECTION |
| 607.04.03 - SMOKE TESTING |
| 607.04.04 - DYE-WATER TESTING |
| 607.04.05 - REDUCED VALUE DEDUCTION |
| 607.04.06 - ACCEPTANCE OF THE FIPP |
| 607.05 - METHOD OF MEASUREMENT |
| 607.06 - BASIS OF PAYMENT |
| SECTION 608 - SEWER FLOW CONTROL |
| 608.01 - DESCRIPTION |
| 608.01.01 - SEWER FLOW CONTROL FOR TELEVISION INSPECTION AND SMOKE TESTING |
| 608.01.02 - SEWER FLOW CONTROL FOR ALL OTHER OPERATIONS |
| 608.02 - METHOD OF MEASUREMENT |
| 608.03 - BASIS OF PAYMENT |
| SECTION 609 - CLEANING SEWER LINE |
| 609.01 - DESCRIPTION |
| 609.02 - EQUIPMENT |
| 609.02.01 - APPROVAL OF CLEANING EQUIPMENT AND PROCEDURE |
| 609.02.02 - MECHANICALLY POWERED CLEANING EQUIPMENT |
| 609.02.03 - HYDRAULICALLY PROPELLED CLEANING EQUIPMENT |
| 609.02.04 - HIGH-VELOCITY CLEANING EQUIPMENT |
| 609.03 - CONSTRUCTION METHODS |
| 609.03.01 - CLEANING PRECAUTIONS |
| 609.03.02 - ROOT AND DEBRIS REMOVAL |
| 609.04 - TESTING (CLEANING AND FINAL ACCEPTANCE) |
| 609.05 - METHOD OF MEASUREMENT |
| 609.06 - BASIS OF PAYMENT |
| SECTION 610 - SMOKE TESTING |
| 610.01 - DESCRIPTION |
| 610.02 - CONSTRUCTION METHODS |
| 610.03 - TESTING |
| 610.04 - METHOD OF MEASUREMENT |
| 610.05 - BASIS OF PAYMENNT |
| SECTION 611 - DYE-WATER TESTING |
| 611.01 - DESCRIPTION |
| 611.02 - CONSTRUCTION METHODS |
| 611.03 - TESTING |
| 611.04 - METHOD OF MEASUREMENT |
| SECTION 612 - POINT REPAIR |
| 612.01 - DESCRIPTION |
| 612.02 - MATERIALS |
| 612.03 - CONSTRUCTION METHODS |
| 612.04 - METHOD OF MEASUREMENT |
| 612.05 - BASIS OF PAYMENT |
| SECTION 613 - DEFLECTION TEST |
| 613.01 - DESCRIPTION |
| 613.02 - TESTING |
| 613.03 - METHOD OF MEASUREMENT |
| 613.04 - BASIS OF PAYMENT |
| SECTION 614 - TELEVISION INSPECTOIN (CCTV) |
| 614.01 - DESCRIPTION |
| 614.02 - EQUIPMENT |
| 614.03 - CONSTRUCTION METHODS |
| 614.03.01 - GENERAL |
| 614.03.02 - PROCEDURE |
| 614.04 - DOCUMENTATION |
| 614.05 - METHOD OF MEASUREMENT |
| 614.06 - BASIS OF PAYMENT |
| SECTION 615 - SEWER PIPE LEAKAGE TESTING |
| 615.01 - DESCRIPTION |
| 615.02 - TESTING |
| 615.02.01 - INFILTRATION TEST |
| 615.02.02 - EXFILTRATION TEST |
| 615.02.03 - AIR TEST |
| 615.03 - METHOD OF MEASUREMENT |
| 615.04 - BASIS OF PAYMENT |
| SECTION 616 - SANITARY SEWER MANHOLES |
| 616.01 - DESCRIPTION |
| 616.02 - MATERIALS |
| 616.02.01 - PRECAST REINFORCED CONCRETE MANHOLES |
| 616.02.02 - CAST-IN-PLACE NON-REINFORCED CONCRETE MANHOLES |
| 616.02.03 - MANHOLE INVERT AND BENCH |
| 616.02.04 - MANHOLE RING AND COVER |
| 616.03 - CONSTRUCTION METHODS |
| 616.04 - TESTING |
| 616.04.01 - MANHOLE INSPECTION |
| 616.04.02 - MANHOLE TESTING |
| 616.05 - METHOD OF MEASUREMENT |
| 616.06 - BASIS OF PAYMENT |
| SECTION 617 - MANHOLE TESTING |
| 617.01 - DESCRIPTION |
| 617.01.01 - EXFILTRATION TEST |
| 617.01.02 - VACUUM TESTING |
| 617.02 - METHOD OF MEASUREMENT |
| 617.03 - BASIS OF PAYMENT |
| SECTION 618 - SANITARY SEWER MANHOLE REHABILITATION |
| 618.01 - DESCRIPTION |
| 618.02 - CONSTRUCTION METHODS |
| 618.02.01 - SEWER FLOW CONTROL |
| 618.02.02 - CLEANING MANHOLES |
| 618.02.03 - MANHOLE WATERPROOFING |
| 618.02.04 - PATCHING |
| 618.02.05 - INVERT AND BENCH RECONSTRUCTION |
| 618.02.06 - RAISING MANHOLE |
| 618.02.07 - LOWERING MANHOLE |
| 618.02.08 - RESETTING EXISTING MANHOLE RING AND COVER |
| 618.02.09 - SETTING NEW MANHOLE RING AND COVER |
| 618.02.10 - REHABILITATION METHOD |
| 618.02.11 - SERVICE CONNECTIONS |
| 618.05 - TESTING |
| 618.06 - METHOD OF MEASUREMENT |
| 618.07 - BASIS OF PAYMENT |
| SECTION 619 - MANHOLE WATERPROOFING |
| 619.01 - DESCRIPTION |
| 619.02 - MATERIALS |
| 619.02.01 - GENERAL |
| 619.02.02 - MANHOLE WATERPROOFING MATERIALS |
| 619.03 - CONSTRUCTION METHODS |
| 619.03.01 - GROUT WATERPROOFING METHOD |
| 619.04 - TESTING & INSPECTION OF WATERPROOFING |
| 619.05 - METHOD OF MEASUREMENT |
| 619.06 - BASIS OF PAYMENT |
| SECTION 620 - MANHOLE JOINT WATERPROOFING |
| 620.01 - DESCRIPTION |
| 620.02 - CONSTRUCTION METHODS |
| 620.03 - TESTING |
| 620.04 - METHOD OF MEASUREMENT |
| 620.05 - BASIS OF PAYMENT |
| SECTION 621 - MANHOLE RING WATERPROOFING |
| 621.01 - DESCRIPTION |
| 621.01.01 - GENERAL |
| 621.02 - CONSTRUCTION METHODS |
| 621.02.01 - GENERAL |
| 621.02.02 - SETTING EXISTING OR NEW MANHOLE RING AND COVER |
| 621.03 - TESTING |
| 621.04 - METHOD OF MEASUREMENT |
| 621.05 - BASIS OF PAYMENT |
| SECTION 622 - MANHOLE COVER WATERPROOFING |
| 622.01 - DESCRIPTION |
| 622.01.01 - GENERAL |
| 622.02 - CONSTRUCTION METHODS |
| 622.03 - TESTING |
| 622.04 - METHOD OF MEASUREMENT |
| 622.05 - BASIS OF PAYMENT |
| SECTION 623 - GROUT CURTAIN WATERPROOFING METHOD |
| 623.01 - DESCRIPTION |
| 623.01.01 - GENERAL |
| 623.02 - CONSTRUCTION METHODS |
| 623.02.01 - SURFACE PREPARATION |
| 623.02.02 - GROUT PORTS OR INJECTORS |
| 623.02.03 - WATERPROOFING COATING |
| 623.02.04 - CHEMICAL SEALING |
| 623.03 - METHOD OF MEASUREMENT |
| 623.04 - BASIS OF PAYMENT |
| SECTION 624 - CAST-IN-PLACE CONCRETE MANHOLE LINER |
| 624.01 - DESCRIPTION |
| 624.02 - MATERIALS |
| 624.02.01 - SUBMITTALS |
| 624.02.02 - GENERAL |
| 624.02.03 - FORMS |
| 624.03 - CONSTRUCTION METHODS |
| 624.03.01 - SURFACE PREPARATION |
| 624.03.02 - GENERAL |
| 624.04 - TESTING |
| 624.05 - METHOD OF MEASUREMENT |
| SECTION 625 - CEMENTITIOUS MANHOLE LINER |
| 625.01 - DESCRIPTION |
| 625.02 - MATERIALS |
| 625.03 - EQUIPMENT |
| 625.04 - CONSTRUCTION METHODS |
| 625.04.01 - SURFACE PREPARATION |
| 625.04.02 - APPLICATION |
| 625.05 - TESTING |
| 625.06 - METHOD OF MEASUREMENT |
| SECTION 626 - CURED-IN-PLACE MANHOLE LINER |
| 626.01 - DESCRIPTION |
| 626.02 - MATERIALS |
| 626.03 - CONSTRUCTION METHODS |
| 626.04 - METHOD OF MEASUREMENT |
| SECTION 627 - COMPOSITE MANHOLE LINER |
| 627.01 - DESCRIPTION |
| 627.02 - MATERIALS |
| 627.02.01 - SUBMITTALS |
| 627.02.02 - GENERAL |
| 627.03 - CONSTRUCTION METHODS |
| 627.03.01 - PVC PANELS OR COILS |
| 627.03.02 - INSTALLATION OF PVC SHEETING |
| 627.03.03 - HDPE LINER |
| 627.04 - TESTING |
| 627.05 - METHOD OF MEASUREMENT |
| SECTION 628 - ELASTOMERIC MANHOLE COATING |
| 628.01 - DESCRIPTION |
| 628.02 - MATERIALS |
| 628.02.01 - SUBMITTALS |
| 628.02.02 - GENERAL |
| 628.03 - CONSTRUCTION METHODS |
| 628.03.01 - SURFACE PREPARATION |
| 628.03.02 - APPLICATION |
628.04 - METHOD OF MEASUREMENT
| SECTION 629 - ABANDONING/REMOVING MANHOLE |
| 629.01 - DESCRIPTION |
| 629.02 - CONSTRUCTION REQUIREMENTS |
| 629.03 - METHOD OF MEASUREMENT |
| 629.04 - BASIS OF PAYMENT |
| SECTION 630 - VITRIFIED CLAY SEWER PIPE (VCP) |
| 630.01 - DESCRIPTION |
| 630.02 - MATERIALS |
| 630.02.01 - SUBMITTALS |
| 630.03 - CONSTRUCTION METHODS |
| 630.03.01 - OPEN-CUT CONSTRUCTION |
| 630.03.02 - TRENCHLESS CONSTRUCTION |
| 630.04 - METHOD OF MEASUREMENT |
| 630.05 - BASIS OF PAYMENT |
| SECTION 631 - DUCTILE IRON PIPE (DIP) |
| 631.01 - DESCRIPTION |
| 631.02 - MATERIALS |
| 631.02.01 - SUBMITTALS |
| 631.02.02 - GENERAL, FITTINGS |
| 631.02.03 - COATING AND LINING |
| 631.02.04 - MINIMUM PIPE DESIGN |
| 631.03 - METHOD OF MEASUREMENT |
| 631.04 - BASIS OF PAYMENT |
| SECTION 632 - HIGH DENSITY POLYETHYLENE (HDPE) PIPE |
| 632.01 - DESCRIPTION |
| 632.02 - MATERIALS |
| 632.02.01 - SUBMITTALS |
| 632.02.02 - PIPE MATERIALS |
| 632.02.03 - SOLID WALL (HDPE) |
| 632.02.04 - PROFILE WALL (HDPE) |
| 632.03 - CONSTRUCTION METHODS |
| 632.03.01 - SLIPLINING |
| 632.03.02 - PIPE BURSTING, BORING, AND TUNNELING |
| 632.04 - METHOD OF MEASUREMENT |
| 632.05 - BASIS OF PAYMENT |
| SECTION 633 - POLYVINYL CHLORIDE (PVC) PIPE |
| 633.01 - DESCRIPTION |
| 633.02 - MATERIALS |
| 633.02.01 - SUBMITTALS |
| 633.02.02 - SOLID WALL (PVC) |
| 633.02.03 - PROFILE WALL (PVC) |
| 633.02.04 - SPECIAL PVC PIPE |
| 633.02.05 - GASKETS AND LUBRICANTS |
| 633.02.06 - CHEMICAL RESISTANCE |
| 633.03 - CONSTRUCTION METHODS |
| 633.04 - METHOD OF MEASUREMENT |
| 633.05 - BASIS OF PAYMENT |
| SECTION 634 - REINFORCED FIBERGLASS PIPE (RFP) |
| 634.01 - DESCRIPTION |
| 634.02 - MATERIALS |
| 634.02.01 - SUBMITTALS |
| 634.02.02 - GENERAL |
| 634.02.03 - MINIMUM PIPE STIFFNESS |
| 634.02.04 - MATERIAL COMPONENTS |
| 634.02.05 - DIMENSIONS |
| 634.02.06 - JOINTS |
| 634.02.07 - GASKETS AND LUBRICANTS |
| 634.02.08 - FITTINGS |
| 634.03 - METHOD OF MEASUREMENT |
| 634.04 - BASIS OF PAYMENNT |
| SECTION 635 - STEEL CASING PIPE |
| 635.01 - DESCRIPTION |
| 635.02 - MATERIALS |
| 635.02.01 - SUBMITTALS |
| 635.02.02 - GENERAL |
| 635.02.03 - EXTERIOR PROTECTIVE COATING |
| 635.03 - METHOD OF MEASUREMENT |
| 635.04 - BASIS OF PAYMENT |
| SECTION 636 - DEFORMED HIGH DENSITY POLYETHYLENE PIPE |
| 636.01 - DESCRIPTION |
| 636.02 - MATERIALS |
| 636.02.01 - MINIMUM THICKNESS |
| 636.03 - METHOD OF MEASUREMENT |
| 636.04 - BASIS OF PAYMENT |
| SECTION 637 - FOLDED POLYVINYL CHLORIDE (PVC) PIPE |
| 637.01 - DESCRIPTION |
| 637.02 - MATERIALS |
| 637.02.01 - MINIMUM THICKNESS |
| 637.03 - METHOD OF MEASUREMENT |
| 637.04 - BASIS OF PAYMENT |
| SECTION 638 - RESIN IMPREGNATED TUBE |
| 638.01 - DESCRIPTION |
| 638.02 - MATERIALS |
| 638.02.01 - MINIMUM THICKNESS |
| 638.03 - METHOD OF MEASUREMENT |
| 638.04 - BASIS OF PAYMENT |
| SECTION 639 - SPECIAL SANITARY SEWER PIPE |
| 639.01 - GENERAL |
| 639.02 - PIPE MATERIALS |
| 639.03 - CONSTRUCTION METHODS |
| 639.04 - METHOD OF MEASUREMENT |
| 639.05 - BASIS OF PAYMENT |
| SECTION 640 - PIPE ENCASEMENT AND COLLAR |
| 640.01 - DESCRIPTION |
| 640.02 - CONSTRUCTION REQUIREMENTS |
| 640.03 - METHOD OF MEASUREMENT |
| SECTION 641 - AERIAL CROSSING |
| 641.01 - DESCRIPTION |
| 641.02 - MATERIALS |
| 641.03 - CONSTRUCTION METHODS |
| 641.04 - METHOD OF MEASUREMENT |
| 641.05 - BASIS OF PAYMENT |
| SECTION 642 - SANITARY SEWER CONSTRUCTION STANDARD BID ITEMS |
| 642.01 - DESCRIPTION |
| Section 700 - TRAFFIC CONTROL |
| Table of Contents |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| TOC 5 |
| SECTION 700 - TRAFFIC CONTROL |
| SECTION 701 - CONSTRUCTION REQUIREMENTS |
| 701.01 - DESCRIPTION |
| 701.02 - MATERIALS |
| 701.03 - CONSTRUCTION METHODS |
| 701.03.01 - SIGNAL REPLACEMENT |
| 701.03.02 - TRAFFIC SIGNAL START UP |
| SECTION 710 - ACTUATED SIGNAL CONTROLLER |
| 710.01 - DESCRIPTION |
| 710.02 - MATERIALS |
| 710.02.01 - CONTROLLER UNIT, GENERAL |
| 710.02.02 - CONTROLLER DISPLAY |
| 710.02.03 - TIMING DISPLAY |
| 710.02.04 - PROGRAMMING |
| 710.02.05 - INTERVAL KEYBOARD ADVANCE |
| 710.02.06 - TIMING INTERVAL |
| 710.02.07 - PROGRAMMABLE FUNCTIONS |
| 710.02.08 - CONDITIONAL SERVICE |
| 710.02.09 - OVERLAPS |
| 710.02.10 - OPERATION |
| 710.02.11 - TIME BASE CONTROL |
| 710.02.12 - ACTUATED COORDINATION |
| 710.02.13 - PREEMPTION OPERATION |
| 710.02.14 - PROCESSOR MONITOR |
| 710.02.15 - DIAGNOSTIC TESTER |
| SECTION 711 - CABINET AND ACCESSORIES |
| 711.01 - DESCRIPTION |
| 711.02 - MATERIALS |
| 711.02.01 - CABINET MATIERALS |
| 711.02.02 - MINIMUM CABINET DIMENSIONS |
| 711.02.03 - CABINET SHELVES |
| 711.02.04 - CABINET MOUNTING |
| 711.02.05 - VENTILATION SYSTEM |
| 711.02.06 - MAIN DOOR |
| 711.02.07 - MAINTENANCE AND POLICE PANELS |
| 711.02.08 - MAINTENANCE PANEL |
| 711.02.09 - POLICE PANEL |
| 711.02.10 - PRINT HOLDER |
| 711.02.11 - CABINET ELECTRICAL DESIGN |
| 711.02.12 - POWER REQUIREMENTS |
| 711.02.13 - AC+ POWER PROTECTION DEVICES |
| 711.02.14 - TERMINALS AND FACILITIES INTERFACE |
| 711.02.15 - GROUNDING SYSTEM |
| 711.02.16 - CIRCUIT BREAKERS |
| 711.02.17 - RADIO INTERFERENCE SUPPRESSION |
| 711.02.18 - SURGE PROTECTION |
| 711.02.19 - WIRING AND INSULATION |
| 711.02.20 - AC+ CONVENIENCE OUTLET |
| 711.02.21 - ILLUMINATION |
| 711.02.22 - DETECTOR RACK |
| 711.02.23 - SOLID STATE LOAD SWITCHES |
| 711.02.24 - LOAD SWITCH SOCKETS |
| 711.02.25 - SOLID STATE FLASHER |
| 711.02.26 - FLASH TRANSFER RELAYS |
| 711.02.27 - MALFUNCTION MANAGEMENT UNIT (CONFLICT MONITOR) |
| 711.02.28 - BUS INTERFACE UNIT |
| 711.05 - TESTING |
| 711.05.01 - DOCUMENTATION |
| 711.05.02 - REFERENCES |
711.07 - BASIS OF PAYMENT
| SECTION 712 - SOLID STATE DIGITAL INDUCTIVE LOOP VEHICLE DETECTOR |
| 712.01 - DESCRIPTION |
| 712.02 - MATERIALS |
| 712.02.01 - GENERAL REQUIREMENTS |
| 712.02.02 - DELAY AND EXTENSION TIMING |
| 712.02.03 - REFERENCES |
712.07 - BASIS OF PAYMENT
| SECTION 713 - TRAFFIC SIGNAL CONDUIT |
| 713.01 - DESCRIPTION |
| 713.02 - MATERIALS |
| 713.02.01 - GENERAL |
| 713.02.02 - MATERIALS CERTIFICATION |
713.07 - BASIS OF PAYMENT
| SECTION 714 - ELECTRICAL CONDUCTORS |
| 714.01 - DESCRIPTION |
| 714.02 - MATERIALS |
| 714.04 - CONSTRUCTION METHODS |
| 714.07 - BASIS OF PAYMENT |
| SECTION 715 - POLYCARBONATE TWELVE (12) INCH TRAFFIC SIGNAL HEAD |
| 715.01 - DESCRIPTION |
| 715.02 - MATERIALS |
| 715.02.01 - GENERAL REQUIREMENTS |
| 715.02.02 - PHYSICAL AND MECHANICAL REQUIREMENTS |
| 715.02.03 - HOUSING, DOOR AND VISOR |
| 715.02.05 - COLOR |
| 715.02.06 - LIGHT EMITTING DIODE (LED) TRAFFIC SIGNAL LENSES |
715.07 - BASIS OF PAYMENT
| SECTION 716 - RESERVED |
| SECTION 717 - PEDESTRIAN SIGNAL HEAD |
| 717.01 - DESCRIPTION |
| 717.02 - MATERIALS |
| 717.02.01 - GENERAL PHYSICAL AND MECHANICAL REQUIREMENTS |
| 717.02.02 - HOUSING, DOOR AND VISOR |
| 717.02.03 - COLOR |
| 717.02.04 - LENSES |
| 717.02.05 - REFLECTORS |
| 717.02.06 - ELECTRICAL |
| 717.04 - CONSTRUCTION METHODS |
| 717.07 - BASIS OF PAYMENT |
| SECTION 718 - MODULAR PEDESTRIAN SIGNAL HEAD |
| 718.01 - DESCRIPTION |
| 718.02 - MATERIALS |
| 718.02.01 - GENERAL PHYSICAL REQUIREMENTS |
| 718.02.02 - HOUSING, DOOR AND VISOR |
| 718.02.03 - COLOR |
| 718.02.04 - LENSES |
| 718.04 - CONSTRUCTION METHODS |
| 718.07 - BASIS OF PAYMENNT |
| SECTION 719 - TRAFFIC SIGNAL BACKPLATE |
| 719.01 - DESCRIPTION |
| 719.02 - MATERIALS |
| 719.02.01 - GENERAL REQUIREMENTS |
| 719.02.02 - FINISH |
719.07 - BASIS OF PAYMENT
| SECTION 720 - SIGNAL MOUNTING BRACKET |
| 720.01 - DESCRIPTION |
| 720.02 - MATERIALS |
| 720.06 - METHOD OF MEASUREMENT |
| SECTION 721 - GEOMETRICALLY PROGRAMMED LOUVER |
| 721.01 - DESCRIPTION |
| 721.02 - MATERIALS |
| 721.02.01 - GENERAL REQUIREMENTS |
| 721.02.02 - HOUSING |
| 721.02.03 - BAFFLES |
721.06 - METHOD OF MEASUREMENT
| SECTION 722 - PEDESTRIAN PUSH BUTTON |
| 722.01 - DESCRIPTION |
| 722.02 - MATERIALS |
| 722.04 - CONSTRUCTION METHODS |
| 722.07 - BASIS OF PAYMENT |
| SECTION 723 - ACCESSIBLE PEDESTRIAN PUSH BUTTON STATION |
| 723.01 - DESCRIPTION |
| 723.02 - MATERIALS |
| 723.04 - CONSTRUCTION METHODS |
| 723.07 - BASIS OF PAYMENT |
| SECTION 724 - POLES AND MAST ARMS |
| 724.01 - DESCRIPTION |
| 724.02 - MATERIALS |
| 724.07 - BASIS OF PAYMENT |
| SECTION 725 - TRAFFIC SIGNAL POLE CONCRETE FOOTINGS |
| 725.01 - DESCRIPTION |
| 725.02 - MATERIALS |
| 725.04 - CONSTRUCTION METHODS |
| 725.07 - BASIS OF PAYMENT |
| SECTION 726 - PULL BOXES |
| 726.01 - DESCRIPTION |
| 726.02 - MATERIALS |
| 726.03 - POLYMER CONCRETE PULL BOX REQUIREMENTS |
| 726.04 - CONSTRUCTION METHODS |
| 726.07 - BASIS OF PAYMENT |
| SECTION 727 - ROADWAY LUMINARIE |
| 727.01 - DESCRIPTION |
| 727.02 - MATERIALS |
| 727.02.01 - ELECTRICAL |
| 727.02.02 - FINISH |
| 727.02.03 - PHOTO CELL AND RECEPTACLE |
| 727.02.04 - ADDITIONAL REQUIREMENTS |
727.07 - BASIS OF PAYMENT
| SECTION 728 - SCHOOL FLASHERS |
| 728.01 - DESCRIPTION |
| 728.02 - MATERIALS |
| 728.02.01 - GENERAL |
| 728.02.02 - GROUNDING |
| 728.04 - CONSTRUCTION METHODS |
| 728.07 - BASIS OF PAYMENT |
| SECTION 729 - SIGNS |
| 729.01 - GENERAL REQUIREMENTS |
| 729.02 - MATERIALS |
| 729.04 - CONSTRUCTION METHODS |
| 729.07 - BASIS OF PAYMENT |
| SECTION 730 - ALUMINUM SIGN BLANKS |
| 730.01 - DESCRIPTION |
| 730.02 - MATERIALS |
| 730.02.01 - GENERAL |
| 730.02.02 - METAL TREATMENT |
| SECTION 731 - REFLECTIVE SHEETING |
| 731.01 - DESCRIPTION |
| 731.02 - MATERIALS |
| SECTION 732 - GALVANIZED STEEL SIGN POSTS |
| 732.01 - DESCRIPTION |
| 732.02 - MATERIALS |
| 732.04 - CONSTRUCTION METHODS |
| 732.07 - BASIS OF PAYMENT |
| SECTION 733 - SQUARE STEEL SIGN POSTS |
| 733.01 - DESCRIPTION |
| 733.02 - MATERIALS |
| 733.04 - CONSTRUCTION METHODS |
| 733.07 - BASIS OF PAYMENT |
| SECTION 734 - TRAFFIC STRIPE (PAINT) |
| 734.01 - DESCRIPTION |
| 734.02 - MATERIALS |
| 734.03 - EQUIPMENT |
| 734.04 - CONSTRUCTION METHODS |
| 734.07 - BASIS OF PAYMENT |
| SECTION 735 - TRAFFIC STRIPE (THERMOPLASTIC) |
| 735.01 - DESCRIPTION |
| 735.02 - MATERIALS |
| 735.03 - EQUIPMENT |
| 735.04 - CONSTRUCTION METHODS |
| 735.07 - BASIS OF PAYMENT |
| SECTION 736 - TRAFFIC STRIPE (PLASTIC TAPE) |
| 736.01 - DESCRIPTION |
| 736.02 - MATERIALS |
| 736.04 - CONSTRUCTION METHODS |
| 736.07 - BASIS OF PAYMENT |
| SECTION 737 - GLASS BEADS USED IN TRAFFIC PAVEMENT MARKING MATERIAL |
| 737.01 - DESCRIPTION |
| 737.02 - MATERIALS |
| SECTION 738 - PAVEMENT MARKERS |
| 738.01 - REQUIREMENTS |
| 738.07 - BASIS OF PAYMENT |
| SECTION 790 - TRAFFIC CONSTRUCTION STANDARD BID ITEMS |
| 790.01 - DESCRIPTION |
| Section 800 - INCIDENTAL CONSTRUCTION |
| Table of Contents |
| TOC 1 |
| TOC 2 |
| TOC 3 |
| TOC 4 |
| SECTION 800 - INCIDENTAL CONSTRUCTION |
| SECTION 801 - CONSTRUCTION STAKING (CONSTRUCTION SURVEY) |
| 801.01 - DESCRIPTION |
| 801.04 - CONSTRUCTION METHODS |
| 801.06 - METHOD OF MEASUREMENT |
| 801.07 - BASIS OF PAYMENT |
| SECTION 802 - CONSTRUCTION SIGNING AND TRAFFIC CONTROL |
| 802.01 - GENERAL |
| 802.04 - CONSTRUCTION METHODS |
| 802.06 - METHOD OF MEASUREMENT |
| 802.07 - BASIS OF PAYMENT |
| SECTION 809 -MOBILIZATION |
| 809.01 - DESCRIPTION |
| 809.02 - METHOD OF MEASUREMENT |
| 809.03 - BASIS OF PAYMENT |
| SECTION 810 - CLEARING AND GRUBBING |
| 810.01 - DESCRIPTION |
| 810.04 - CONSTRUCTION METHODS |
| 810.06 - METHOD OF MEASUREMENT |
| 810.07 - BASIS OF PAYMENT |
| SECTION 811 - REMOVAL OF EXISTING STRUCTURES |
| 811.01 - DESCRIPTION |
| 811.04 - CONSTRUCTION METHODS |
| 811.02.01 - SALVAGE |
| 811.02.02 - BACKFILL |
| 811.06 - METHOD OF MEASUREMENT |
| 811.07 - BASIS OF PAYMENT |
| SECTION 812 - REMOVAL OF PAVING, SIDEWALKS, DRIVEWAYS, CURBS, ETC. |
| 812.01 - DESCRIPTION |
| 812.04 - CONSTRUCTION METHODS |
| 812.06 - METHOD OF MEASUREMENT |
| 812.07 - BASIS OF PAYMENT |
| SECTION 813 - REMOVE (AND REPLACE) DRIVEWAY |
| 813.01 - DESCRIPTION |
| 813.04 - CONSTRUCTION METHODS |
| 813.06 - METHOD OF MEASUREMENT |
| 813.07 - BASIS OF PAYMENT |
| SECTION 814 - PAVEMENT CUT AND PERMANENT REPAIR |
| 814.01 - DESCRIPTION |
| 814.04 - CONSTRUCTION METHODS |
| 814.06 - METHOD OF MEASUREMENT |
| 814.07 - BASIS OF PAYMENT |
| SECTION 815 - REMOVE (AND REPLACE) ALLEY PAVING |
| 815.01 - DESCRIPTION |
| 815.04 - CONSTRUCTION METHODS |
| 815.06 - METHOD OF MEASUREMENT |
| 815.07 - BASIS OF PAYMENT |
| SECTION 816 - REMOVE (AND REPLACE) SIDEWALK PAVEMENT |
| 816.01 - DESCRIPTION |
| 816.04 - CONSTRUCTION METHODS |
| 816.06 - METHOD OF MEASUREMENT |
| 816.07 - BASIS OF PAYMENT |
| SECTION 817 - REMOVE AND REPLACE PARKING LOT PAVING |
| 817.01 - DESCRIPTION |
| 817.04 - CONSTRUCTION METHODS |
| 817.06 - METHOD OF MEASUREMENT |
| 817.07 - BASIS OF PAYMENT |
| SECTION 818 - INCIDENTAL PAVING REPAIR AND REPLACEMENT |
| 818.01 - DESCRIPTION |
| 818.02 - MATERIALS |
| 818.04 - CONSTRUCTION METHODS |
| 818.06 - METHOD OF MEASUREMENT |
| 818.07 - BASIS OF PAYMENT |
| SECTION 819 - ADJUSTMENT OF EXISTING STRUCTURES |
| 819.01 - DESCRIPTION |
| 819.04 - CONSTRUCTION METHODS |
| 819.06 - METHOD OF MEASUREMENT |
| 819.07 - BASIS OF PAYMENT |
| SECTION 820 - MACHINE SAW CUT |
| 820.01 - DESCRIPTION |
| 820.03 - EQUIPMENT |
| 820.04 - CONSTRUCTION METHODS |
| 820.06 - METHOD OF MEASUREMENT |
| 820.07 - BASIS OF PAYMENT |
| SECTION 821 - PLANNING PAVEMENT |
| 821.01 - DESCRIPTION |
| 821.03 - EQUIPMENT |
| 821.04 - CONSTRUCTION METHODS |
| 821.06 - METHOD OF MEASUREMENT |
| 821.07 - BASIS OF PAYMENT |
| SECTION 822 - PAVEMENT REINFORCING FABRIC |
| 822.01 - DESCRIPTION |
| 822.02 - MATERIALS |
| 822.03 - EQUIPMENT |
| 822.04 - CONSTRUCTION METHODS |
| 822.06 - METHOD OF MEASUREMENT |
| 822.07 - BASIS OF PAYMENT |
| SECTION 823 - CONCRETE SIDEWALKS AND DRIVEWAYS |
| 823.01 - DESCRIPTION |
| 823.02 - MATERIALS |
| 823.04 - CONSTRUCTION METHODS |
| 823.06 - METHOD OF MEASUREMENT |
| 823.07 - BASIS OF PAYMENT |
| SECTION 824 - TEMPORARY SURFACING |
| 824.01 - DESCRIPTION |
| 824.02 - MATERIALS |
| 824.04 - CONSTRUCTION METHODS |
| 824.06 - METHOD OF MEASUREMENT |
| 824.07 - BASIS OF PAYMENT |
| SECTION 825 - RIPRAP |
| 825.01 - DESCRIPTION |
| 825.02 - MATERIALS |
| 825.04 - CONSTRUCTION METHODS |
| 825.06 - METHOD OF MEASUREMENT |
| 825.07 - BASIS OF PAYMENT |
| SECTION 826 - PIPE CONDUITS |
| 826.01 - DESCRIPTION |
| 826.02 - MATERIALS |
| 826.04 - CONSTRUCTION METHODS |
| 826.06 - METHOD OF MEASUREMENT |
| 826.07 - BASIS OF PAYMENT |
| SECTION 827 - GUARDRAIL |
| 827.01 - DESCRIPTION |
| 827.02 - MATERIALS |
| 827.04 - CONSTRUCTION METHODS |
| 827.06 - METHOD OF MEASUREMENT |
| 827.07 - BASIS OF PAYMENT |
| SECTION 828 - FENCES |
| 828.01 - DESCRIPTION |
| 828.02 - MATERIALS |
| 828.04 - CONSTRUCTION METHODS |
| 828.06 - METHOD OF MEASUREMENT |
| 828.07 - BASIS OF PAYMENT |
| SECTION 840 - SODDING AND SPRIGGING |
| 840.01 - DESCRIPTION |
| 840.02 - MATERIALS |
| 840.03 - EQUIPMENT |
| 840.04 - CONSTRUCTION METHODS |
| 840.04.01 - SOLID SLAB SODDING OPERATIONS |
| 840.04.02 - ROW SPRIGGING OPERATIONS |
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