D-4 - OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING SYSTEMS. Remote Control Valves:

Size: px
Start display at page:

Download "D-4 - OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING SYSTEMS. Remote Control Valves:"

Transcription

1 D-4 - OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING SYSTEMS PART 1: GENERAL 01 DESIGN REQUIREMENTS: A. Consultant Design: Intent: The intent of the irrigation design documents is to provide The Colorado College detailed installation drawings, details, and specifications. The documents set the desired level of excellence, flexibility, and efficiency expected of the irrigation system. All required coordination for the installation of the irrigation system is to be completed by the Irrigation Consultant. The Irrigation Consultant must become familiar with the City of Colorado Springs Reclaimed Water Design Standards and adhere to these standards for the design of all irrigation systems on the Colorado College Campus. General Requirements: Provide detailed irrigation system installation drawings for the sprinkler and drip irrigation systems including but not limited to sleeving and mainline pipe routing and sizing; remote control valve locations and sizing; lateral pipe routing and sizing; sprinkler and drip irrigation layout; controller size and stationing; control wire routing and sizing. Remote Control Valves: a. b. c. d. e. f. Individual turf zones have a capacity for a maximum flow of 100 GPM. Individual drip zones have a capacity for a maximum flow of 20 GPM. 1-inch remote control valves must have a flow capacity between 0 to 25 GPM. 1 ½-inch remote control valves must have a flow capacity between 26 to 50 GPM. 2-inch remote control valves must have a flow capacity between 51 to 100 GPM. Spray sprinklers and rotary sprinklers should be installed on separate remote control valves. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-1

2 g. Areas with different exposures, plant material, water use requirements, and active or passive uses must be on separate remote control valves. For example, turf in a parking island should be on a separate lateral from turf in a pedestrian area. 5. Pipe: a. b. c. Mainline pipe velocities must not exceed 5 FPS. Lateral pipe velocities must not exceed 7.5 FPS. Maximum allowable variation between the highest and lowest sprinkler operating pressures on an individual lateral must not exceed 10%. Minimum mainline pipe size is 2-inch. Minimum sprinkler lateral pipe size is 1-inch. Minimum drip lateral pipe size is ¾-inch. 6. Sprinkler Layout Guidelines: a. b. c. d. e. f. g. Use pop-up spray sprinklers on turf areas and annual planting beds. Use pop-up spray sprinklers in areas less than 30 feet in width or in areas, which are oddly shaped. Use pop-up rotary sprinkles in turf areas. Use pop-up rotary sprinklers in areas greater than 30 feet in width. Use a sprinkler nozzle and spacing combination such that the scheduling coefficient for every sprinkler lateral is between 1 and If a maximum scheduling coefficient of 2 can not be achieved, use a sprinkler nozzle and spacing combination to achieve the minimum scheduling coefficient possible. Trim out all hardscape areas. Layout sprinklers to minimize overspray onto sidewalks, buildings, and attractions. Spray sprinklers on an individual zone must have matched precipitation rate nozzles. Nozzles for rotary sprinklers on an individual zone must approximate a uniform precipitation rate. All sprinklers must show the intended sprinkler nozzle. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-2

3 7. Drip Irrigation Layout Guidelines: a. b. Use inline drip tubing products, installed beneath the landscape fabric on intensively planted shrub and perennial beds. Use point source drip emitters on shrubs and trees that are planted in a non linear or random pattern or are not adequately dense for the use of inline drip tubing. 8. Controller Stationing/Sequencing a. b. Assign only one remote control valve per controller station. Assign station numbers in a logical manner to allow maintenance personnel to easily inspect the operation of the system on a regular basis. B. Detailed Irrigation Layout Drawings: Obtain from the Owner s Representative CAD drawing files showing the proposed landscape plan. Complete detailed irrigation layout drawings using CAD techniques. Submit layout drawings showing remote control valve locations and sizing, lateral pipe routing and sizing, sprinkler layout, emitter layout, controller sizes, and controller stationing. Submit hydraulic calculations showing friction loss calculations from the point of connection to the most remote water emission device for the worst case spray sprinkler and rotary sprinkler laterals. List the highest and lowest sprinkler operating pressures on the lateral. Submit uniformity evaluation charts for each sprinkler/nozzle/spacing combination showing the scheduling coefficient for the critical 1%, 5%, 10% window size. Submit control wire diagrams including sizing and calculations verifying that the control wire size is in accordance with valve manufacturer s printed recommendations. Submit Peak Season Irrigation Schedule as required by the City of Colorado Springs. Precipitation rates must be calculated for each remote control valve. Typical product catalog precipitation rates for nozzles will not be accepted. Submit calculations to the Owner if requested. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-3

4 PART 2: MATERIALS 01 SLEEVING: A. Provide separate sleeve beneath hardscape for wiring bundle. B. Sleeve all mainline and submainline piping when it is to be installed above existing potable waterlines. Sleeve for 10-feet each side of potable waterline. C. Provide SDR 11, HDPE pipe or SDR-21 CL200 PVC for wire sleeving. D. Sleeve sizing: twice the diameter of the pipe or wiring bundle. 02 PIPE AND FITTINGS: A. Non-Potable Mainline Pipe and Fittings: Sizes: 4-inch and larger. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification A or B, ASTM Standard D1784, with an integral belled end. Use C900 Class 200 (DR-14), rated at 200 PSI, conforming to the dimensions and tolerances established by AWWA C900 and DR-14 requirements. Use purple colored pipe, Pantone 522 embossed or integrally stamped/marked CAUTION RECLAIMED WATER DO NOT DRINK. Pipe may also be installed with a purple identification tape, or a purple polyethylene vinyl wrap, color to be Pantone 51 Use rubber-gasketed pipe equipped with factory installed reinforced gaskets. Gasketed pipe joints must conform to the Laboratory Qualifying Tests section of ASTM D3139. Gasket material must conform to ASTM F477. Use rubber-gasketed mechanical joint ductile iron fittings conforming to ASTM A-536 and ASTM F-477. Use lubricant approved by the pipe manufacturer. Tracer Wire: Use copper wire with connectors per City of Colorado Springs Standard details. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-4

5 B. HDPE Mainline Pipe and Fittings: Sizes: 4-inch and larger. Use high density, extra high molecular weight polyethylene pipe (HDPE), extruded from material meeting the specifications of cell classification on PE C, ASTM standard D 3350, SDR 9, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM F 714 for mainline pipe. Use purple colored pipe or pipe with marking stripe, Pantone 522 embossed or integrally stamped/marked CAUTION RECLAIMED WATER DO NOT DRINK. Pipe may also be installed with a purple identification tape, or a purple polyethylene vinyl wrap, color to be Pantone 51 Join pipe lengths using butt-fusion technique as recommended by pipe manufacturer. Join HDPE to dissimilar pipe materials using HDPE (butt-fusion) x flange adapter with ductile iron back-up ring. 5. Tracer Wire: Use copper wire with connectors per City of Colorado Springs Standard details. C. Sub-Mainline Pipe and Fittings: Sizes: 2-inch. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification A or B, ASTM Standard D1784, with an integral belled end. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D224 Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters that are not manufactured in Class 200. Use purple colored pipe or pipe with marking stripe, Pantone 522 embossed or integrally stamped/marked CAUTION RECLAIMED WATER DO NOT DRINK. Pipe may also be installed with a purple identification tape, or a purple polyethylene vinyl wrap, color to be Pantone 51 OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-5

6 5. Use rubber-gasketed pipe equipped with factory installed reinforced gaskets for mainline pipe. Gasketed pipe joints must conform to the Laboratory Qualifying Tests section of ASTM D3139. Gasket material must conform to ASTM F477. Use Harco rubber-gasketed deep bell ductile iron fittings conforming to ASTM A-536 and ASTM F-477. Use lubricant approved by the pipe manufacturer. 6. Tracer Wire: Use copper wire with connectors per City of Colorado Springs Standard details. E. Lateral Pipe and Fittings: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification A or B, ASTM Standard D1784, with an integral belled end suitable for solvent welding. Use Class 160, SDR-26, rated at 160 PSI, conforming to the dimensions and tolerances established by ASTM Standard D224 Use solvent weld pipe for lateral pipe. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. Use purple colored pipe or pipe with marking stripe, Pantone 522 embossed or integrally stamped/marked CAUTION RECLAIMED WATER DO NOT DRINK. Pipe may also be installed with a purple identification tape, or a purple polyethylene vinyl wrap, color to be Pantone 51 F. Specialized Pipe and Fittings: Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use 95% tin and 5% antimony solder. Use a dielectric union wherever a copper-based metal (copper, brass, and bronze) is joined to an iron-based metal (iron, galvanized steel, and stainless steel). OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-6

7 Low Density Polyethylene Hose: a. Use pipe specifically intended for use as a flexible swing joint. Inside diameter: inch. Wall thickness: inch. Color: Black. b. Use spiral barb fittings supplied by the same manufacturer as the hose. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 threaded fittings. 5. Joint sealant: Use only teflon-type tape or teflon based paste pipe joint sealant on plastic threads. Use non-hardening, nontoxic pipe joint sealant formulated for use on water-carrying pipes on metal threaded connections. D. Thrust Blocks: Use thrust blocks on all gasketed mainline pipe and fittings and at dead ends, ells, tees, or changes of direction. Use 3,000-PSI concrete. Use 2-mil plastic. Use No. 4 Rebar wrapped or painted with asphalt tar based mastic coating. E. Joint Restraint Harness: Use a joint restraint harness wherever joints are not positively restrained by flanged fittings, threaded fittings, and/or thrust blocks. Use a joint restraint harness with transition fittings between metal and PVC pipe, where weak trench banks do not allow the use of thrust blocks, or where extra support is required to retain a fitting or joint. Use bolts, nuts, retaining clamps, all-thread, or other joint restraint harness materials that are stainless steel. Use on pipe greater than or equal to 4-inch diameter or any diameter rubber gasketed pipe. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-7

8 03 MAINLINE COMPONENTS: A. B. C. Isolation Gate Valve Assembly: as presented in the installation details. Acceptable manufacturers are American, Clow, Kennedy, or Mueller. Air-Vacuum Relief Valve Assembly: as presented in the installation details. Provide a continuous acting combination air vacuum relief valve with an operating pressure rating of 150 PSI. Acceptable manufacturers are Bermad, Crispin, Fresno, or Waterman. Flow Sensor Assembly: as presented in the installation details. Acceptable manufacturer is Data Industrial. 04 SPRINKLER IRRIGATION COMPONENTS: A. Remote Control Valve (RCV) Assembly for Sprinkler Laterals: Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot-stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Acceptable manufacturer and model for remote control valve is Weathermatic. Acceptable manufacturer for valve box is Armor or equal. B. Sprinkler Assembly: as presented in the installation details. Acceptable manufacturer and model for pop-up spray sprinklers in turf is Rain Bird 1804-PRS-SAM. Acceptable manufacturer and model for pop-up spray sprinklers in shrubs is Rain Bird 181 Acceptable manufacturer and models for pop-up rotary sprinklers are Hunter I-20 and I DRIP IRRIGATION COMPONENTS: A. B. C. Remote Control Valve (RCV) Assembly for Drip Laterals: as presented in drawings and installation details. Zone Control Valve Assembly: as presented in drawings and installation details. Drip Emitter Assembly: Use emitter device as presented in drawings and installation details. Use flexible plastic distribution tubing to direct water from emitter outlet to emission point. Use distribution tubing compatible with emitters. Do not exceed five feet length between emitter and distribution tubing outlet. Use tubing stakes to anchor distribution tubing. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-8

9 Provide access sleeve for each multiple-outlet emitter located in shrub area. D. E. Flush Cap Assembly: as presented in drawings and installation details. Inline Drip Tubing: Tubing: Use UV resistant polyethylene drip tubing with integral pressure compensating drip emitters. Emitter spacing as noted in drawings and installation details. Use emitters that are pressure compensating from 7 to 70 PSI. Use tubing with O.D. of 0.67, and I.D. of Use fittings compatible with inline drip tubing. Blank Drip Tubing: Use UV resistant polyethylene blank drip tubing for exhaust manifold tubing, as noted in drawings and installation details. Use tubing with O.D. of 0.67, and I.D. of Use fittings compatible with inline drip tubing. Use blank tubing from same manufacturer as Inline drip tubing. Air and Vacuum Relief Valve: Provide air and vacuum relief valve assembly on inline drip lateral per drawings and installation details. Use air and vacuum relief valve compatible with inline drip tubing. 06 EXCAVATION, TRENCHING, AND BACKFILLING: A. Minimum cover (distance from top of pipe or control wire to finish grade): inch minimum over mainline pipe. 18-inch over lateral pipe. 18-inch over control wire. 12-inch over lateral pipe to pop-up spray sprinklers. 12-inch over lateral pipe to rotary sprinklers. B. C. D. Maintain at least 15-feet clearance from the centerline of any tree. PVC lateral pipes may be pulled into the soil utilizing a vibratory plow device specifically manufactured for pipe pulling. Minimum burial depths equals minimum cover listed above. Backfill only after lines have been reviewed and tested. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-9

10 E. F. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects, which may damage the pipe. Backfill unsleeved pipe in either of the following manners: Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. G. H. I. Enclose pipe and wiring beneath roadways, walks, curbs, etc., in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D Use of water for compaction around sleeves, "puddling", will not be permitted. Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. Where utilities conflict with irrigation trenching and pipe work, contact the Owner s Representative for trench depth adjustments. 07 CONTROL SYSTEM COMPONENTS: A. Satellite Controller Assembly: As presented in drawings and installation details. Acceptable manufacturer and model is Toro E-Series Satellite controller with Osmac Digital Wireless Paging. Satellite controller must contain a radio frequency receiver and decoder capable of receiving and decoding standard digital paging signals compatible with the college s existing Site Pro Central Control System. B. Satellite Controller Assembly Pedestal: Toro Osmac E-series locking, weatherproof, cabinet-type enclosure constructed of painted stainless steel. Provide on concrete pad with mounting bracket, sleeving and conduits for electrical power, cables, wires, grounding, and surge protection. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-10

11 Provide combination switch/gfci outlet in accordance with local codes inside satellite controller pedestal enclosure. Prepare shop drawings to show the exact placement of all components housed in the enclosure prior to construction. Electrical conduit: Use PVC Schedule 40 conduit conforming to dimensions and tolerances established by ASTM Standard D Use Schedule 40, Type 1, PVC solvent weld sweep fittings for PVC conduit conforming to ASTM Standards D2466 and D1784 for buried installations. 5. Lightning protection: Provide one 12 x36 x ground plate, one 5/8 x10 foot copper clad UL listed grounding rod, 30 feet of #6 AWG bare copper grounding wire, two 6-inch round valve boxes, and one CADWELD connector at each satellite controller group. 6. Wire markers: Pre-numbered or labeled with indelible non-fading ink, made of permanent, non-fading material. C. Low Voltage Control Wire: Use American Wire Gauge (AWG) No solid copper, 600 volt, Type UF or PE cable, UL approved for direct underground burial for individual control wires and spare control wires from the controller assembly to each remote control valve or stub-out location. Use American Wire Gauge (AWG) No solid copper, 600 volt, Type UF or PE cable, UL approved for direct underground burial for common ground wire and spare common wires from controller assembly to each remote control valve or stub-out location. Color: Use white for common ground wire. Use easily distinguished colors for other control wires. Spare control wires shall be of a color different from that of active control wire. Wire color shall be continuous over its entire length. Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored red, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." D. Communication Cable and Sensor Cable: Use shielded and jacketed, twisted pair, multi conductor PE-39 (3 pair), 19AWG wire designed for direct burial, as recommended by OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-11

12 central control system manufacturer. Splices: Use 3M #SLiC with 3M Insulation Displacement Connectors (316IR or UR-2), Ranger Serviseal Connectors, or approved equal, as recommended by central control system manufacturer. Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored red, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." 08 OTHER COMPONENTS: A. Tools and Spare Parts: Provide the following operating keys, servicing tools, and spare parts. Two operating keys for each type of manually operated valve. Two of each servicing wrench or tool needed for complete access, adjustment and repair of all rotary sprinklers. Two quick coupling keys, each with attached hose swivel ell for operation of the quick coupling valves. OUTLINE SPECIFICATIONS FOR NON-POTABLE IRRIGATION PIPING D-12

SECTION 401 WATER PIPE AND FITTINGS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

SECTION 401 WATER PIPE AND FITTINGS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS SECTION 401 PIPE AND FITTINGS PART 2 MATERIALS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS A. PVC Pressure Pipe sizes 4 inch through 12 inch: ANSI/AWWA C 900 1. DR18 B. PVC Pressure Pipe sizes 14 inch

More information

Request for Proposal Commercial Irrigation System Winnebago Avenue Sports Complex 425 Winnebago Ave.

Request for Proposal Commercial Irrigation System Winnebago Avenue Sports Complex 425 Winnebago Ave. Request for Proposal Commercial Irrigation System Winnebago Avenue Sports Complex 425 Winnebago Ave. The City of Fairmont is requesting proposals for a commercial irrigation system installed at the Winnebago

More information

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017 SECTION 32 8400 PLANTING IRRIGATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

Section LANDSCAPE IRRIGATION

Section LANDSCAPE IRRIGATION Section 02811 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Pipe and fittings, valves, sprinkler heads, and accessories. B. Control system. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment for landscape

More information

(06/23/03) Section TOC 1

(06/23/03) Section TOC 1 SECTION 02486 IRRIGATION CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And Payment...

More information

REVISION OF SECTION 623 IRRIGATION SYSTEM GENERAL

REVISION OF SECTION 623 IRRIGATION SYSTEM GENERAL 623.01 SUMMARY: GENERAL Section Includes: Landscape irrigation system as shown on the drawings for complete coverage to landscape areas. Furnish design for layout, pipe sizing, valving and head types and

More information

LAKEVIEW CEMETERY. Irritech 100% CONSTRUCTION DOCUMENTS - SEPTEMBER 30, 2013 SCHEDULE OF DRAWINGS CLIENT: PROJECT SITE: Not to Scale

LAKEVIEW CEMETERY. Irritech 100% CONSTRUCTION DOCUMENTS - SEPTEMBER 30, 2013 SCHEDULE OF DRAWINGS CLIENT: PROJECT SITE: Not to Scale Irritech CLIENT: Irritech VICINITY MAP: Not to Scale TOWN WINDSOR, COLORADO Parks, Recreation & Culture 301 Walnut Street 80550 Contact: Wade Willis, Parks and Open Space Manager Tel: 970.674.2400 Fax:

More information

UNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1

UNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1 GENERAL: The scope of this document is to provide instruction for the installation and testing of chilled water piping installed for the University of Missouri. DESIGN GUIDELINES: 1. Materials 1.1. Pipe

More information

PIPE AND FITTINGS. Submit product information sheet for joint restraint system to be used.

PIPE AND FITTINGS. Submit product information sheet for joint restraint system to be used. PIPE AND FITTINGS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe B. Fittings C. Special Fittings D. Pipeline Accessories 1.02 DESCRIPTION OF WORK Construct water mains and building service pipes. 1.03

More information

DIVISION 32 EXTERIOR IMPROVEMENTS IRRIGATION

DIVISION 32 EXTERIOR IMPROVEMENTS IRRIGATION 32 80 00 PART 1 - GENERAL 1.01 DESIGN REQUIREMENTS A. Design shall be square or triangular spacing and head to head coverage. B. Electrical Design: Consultant is responsible for informing the Electrical

More information

DIVISION 32 EXTERIOR IMPROVEMENTS IRRIGATION

DIVISION 32 EXTERIOR IMPROVEMENTS IRRIGATION 32 80 00 PART 1 - GENERAL 1.01 DESIGN REQUIREMENTS A. Design shall be square or triangular spacing and head to head coverage. B. Electrical Design: Consultant is responsible for informing the Electrical

More information

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction.

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction. General: 1. Construct utilities in accordance to TWA approved plans and shop drawings. Any deviation from the approved plans shall be approved by the DEVELOPER S ENGINEER and TWA 2. A preconstruction meeting

More information

CONDUITS AND FITTINGS

CONDUITS AND FITTINGS CONDUIT AND FITTINGS Rigid Steel Conduit 3801 Rigid PVC Conduit 3803 HDPE Conduit 3803 Flexible Non Metallic Liquid Tight Conduit Type LFNC-B 3804 PVC Coated Urethane Lined Galvanized Rigid Steel Conduit

More information

SECTION IRRIGATION SYSTEM

SECTION IRRIGATION SYSTEM SECTION 02810 IRRIGATION SYSTEM PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02200 - Earthwork. 2. 02221 - Excavating, Backfilling, and Compaction for Utilities. 3. 02900 - Landscaping. 4. 02935

More information

SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION POLYETHYLENE PRESSURE PIPE

SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION POLYETHYLENE PRESSURE PIPE SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION 33 11 13.24 POLYETHYLENE PRESSURE PIPE PART 1 GENERAL... 2 1.1 Description... 2 1.2 Reference Specification... 2 1.3

More information

PART 7 COMMUNICATIONS, LIGHTING, TRAFFIC CONTROL, POWER

PART 7 COMMUNICATIONS, LIGHTING, TRAFFIC CONTROL, POWER PART 7 COMMUNICATIONS, LIGHTING, TRAFFIC CONTROL, POWER COMMUNICATIONS LIGHTING Street Lighting Plan 710 Riser... 287 730 Collar for street light pole... 289 731 Pull box... 291 732 Trench for street light

More information

CHAPTER 11 CONDUITS AND FITTINGS

CHAPTER 11 CONDUITS AND FITTINGS CONDUITS AND FITTINGS CHAPTER 11 CONDUITS AND FITTINGS The standards and requirements for conduits and fittings used for traffic control signal and lighting systems are presented in this chapter. 11.1

More information

YAKIMA COUNTY, WASHINGTON. Special Provisions For Water Main Construction

YAKIMA COUNTY, WASHINGTON. Special Provisions For Water Main Construction YAKIMA COUNTY, WASHINGTON Special Provisions For Water Main Construction The 2014 Standard Specifications for Road, Bridge, and Municipal Construction as prepared by the Washington State Department of

More information

Wastewater Capital Projects Management Standard Construction Specification

Wastewater Capital Projects Management Standard Construction Specification CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 21.0 Sprinkler Systems 21.0.1 General This section outlines the guidelines and

More information

B. The completed and proper construction of the landscape irrigation system shall include, but not limited to:

B. The completed and proper construction of the landscape irrigation system shall include, but not limited to: SECTION 02810 IRRIGATION SYSTEM PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02200 - Earthwork. 2. 02221 - Excavating, Backfilling, and Compaction for Utilities. 3. 02900 - Landscaping. 4. 02935

More information

APPENDIX H IRRIGATION INSTALLATION STANDARDS

APPENDIX H IRRIGATION INSTALLATION STANDARDS APPENDIX H IRRIGATION INSTALLATION STANDARDS 1. General 1.1 A Certified Irrigation Designer shall do irrigation design or someone approved by the City of Fort Collins Parks Division. 1.2 Irrigation system

More information

SECTION 2100 WATER MAIN

SECTION 2100 WATER MAIN SECTION 2100 WATER MAIN WATER MAIN PART 1 GENERAL 1.01 Section Summary A. This section includes product and installation requirements for water main pipe, gate valves, hydrants, fittings, and miscellaneous

More information

Water & Industrial Products Catalog

Water & Industrial Products Catalog Water & Industrial Products Catalog www.smith-blair.com info@smith-blair.com Phone: 800..9705 or 870.77.527 After Hours Number: 90.277.998 Fax: 800.8.792 or 870.77.52 EMERGENCY PHONE 90.277.998 In the

More information

SECTION NATURAL GAS DISTRIBUTION

SECTION NATURAL GAS DISTRIBUTION SECTION 33 51 00 PART 1 - GENERAL 1.1 DESCRIPTION SPEC WRITER NOTES: 1. Use this section only for NCA projects. 2. Delete between // // if not applicable to project. Also delete any other item or paragraph

More information

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA The following standard specification is intended to be edited according to the specifics of the project. Brackets [ ] and areas shaded in gray [e.g. format] indicate requirements that are optional depending

More information

SECTION 200 SANITARY SEWER MATERIAL SPECIFICATIONS

SECTION 200 SANITARY SEWER MATERIAL SPECIFICATIONS SECTION 200 SANITARY SEWER MATERIAL SPECIFICATIONS 200-1 MATERIAL SPECIFICATION LIST Rev. May 2011 SEWER UTILITY General: 1. All manufacturers products listed are preferred. Others may be submitted to

More information

SECTION HVAC PIPING

SECTION HVAC PIPING SECTION 23 21 13 PART 1 - GENERAL 1.1 SUMMARY A. Work Included: 1. Heating Water Piping, Buried 2. Heating Water Piping, Above Ground 3. Chilled Water Piping, Buried 4. Chilled Water Piping, Above Grade

More information

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SECTION 02620 PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required to install High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances

More information

VALLECITOS WATER DISTRICT SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE

VALLECITOS WATER DISTRICT SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART 1 - GENERAL 1.1 DESCRIPTION A. This section designates the requirements for the manufacture and installation of polyvinyl chloride, abbreviated PVC, pressure pipe. 1.2 RELATED WORK SPECIFIED ELSEWHERE

More information

ADDENDUM No.2 NOTES SKI-001. NMSD Site Improvements Phase 2 Santa Fe, New Mexico Scale: 1" = 20'-0"

ADDENDUM No.2 NOTES SKI-001. NMSD Site Improvements Phase 2 Santa Fe, New Mexico Scale: 1 = 20'-0 ADDENDUM No.2 NOTES THE CONTRACTOR SHALL BE AWARE OF THESE CHANGES AND MODIFICATIONS TO THE IRRIGATION PLAN ADDENDA [No.2]: MAJOR CHANGES EFFECTING BID PRICE: ADDED SPRAY IRRIGATION TO NATIVE GRASS AREA

More information

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY. Section DUCTILE IRON PIPE AND FITTINGS

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY. Section DUCTILE IRON PIPE AND FITTINGS Section 02501 PART 1 GENERAL 1.01 SUMMARY This Section includes ductile iron pipe and fittings for water lines, wastewater force mains, gravity sanitary sewers, and storm sewers. 1.02 MEASUREMENT AND PAYMENT

More information

SECTION 13. A. Extent of Work: The requirements of this section apply to the piping systems specified elsewhere in these specifications.

SECTION 13. A. Extent of Work: The requirements of this section apply to the piping systems specified elsewhere in these specifications. SECTION 13 PIPE, TUBE AND PART 1 - GENERAL 1.01 DESCRIPTION A. Extent of Work: The requirements of this section apply to the piping systems specified elsewhere in these specifications. 1.02 QUALITY ASSURANCE

More information

SECTION POLYVINYL CHLORIDE (PVC) WATERLINE

SECTION POLYVINYL CHLORIDE (PVC) WATERLINE SECTION 02632 POLYVINYL CHLORIDE (PVC) WATERLINE PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required, and install polyvinyl chloride (PVC) waterline,

More information

SECTION PLANTING IRRIGATION

SECTION PLANTING IRRIGATION SECTION 32 84 00 PLANTING IRRIGATION SPEC WRITER NOTE: Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Automatically-controlled

More information

This section includes materials and installation of ductile-iron pipe and fittings for potable and recycled water systems.

This section includes materials and installation of ductile-iron pipe and fittings for potable and recycled water systems. NORTH MARIN WATER DISTRICT STANDARD SPECIFICATIONS SECTION 15056 DUCTILE-IRON PIPE AND FITTINGS PART 1 GENERAL 1.01 DESCRIPTION This section includes materials and installation of ductile-iron pipe and

More information

1. Required Minimum Flow:

1. Required Minimum Flow: SECTION 6 6. 6.01 General The City of Castle Rock Water System Minimum Standards and Specifications are minimum base level performance, design, and construction standards used to maintain uniformity of

More information

CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER

CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER WATER MAIN 1. All open cut water main shall be polyvinyl chloride plastic (PVC) pressure pipe per AWWA specification

More information

SECTION COMMON WORK RESULTS FOR FIRE SUPPRESSION

SECTION COMMON WORK RESULTS FOR FIRE SUPPRESSION SECTION 21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION PART 1 - GENERAL 1.1 SUMMARY A. This section supplements all sections in this division, including pipe, fittings, valves, and connections for sprinkler

More information

SECTION PLANTING IRRIGATION

SECTION PLANTING IRRIGATION SECTION 32 8400 PLANTING IRRIGATION PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION LANDSCAPE IRRIGATION

SECTION LANDSCAPE IRRIGATION SECTION 328400 LANDSCAPE IRRIGATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Piping. 2. Manual valves. 3. Automatic control valves. 4. Automatic drain valves. 5. Sprinklers. 6. Quick couplers.

More information

SECTION 1001 LANDSCAPE IRRIGATION SYSTEM

SECTION 1001 LANDSCAPE IRRIGATION SYSTEM SECTION 1001 LANDSCAPE IRRIGATION SYSTEM 1001.1 GENERAL: The work consists of installing a complete underground sprinkler system as shown on the drawings and as specified hereafter. The CONTRACTOR performing

More information

1993 SPECIFICATIONS CSJ SPECIAL SPECIFICATION ITEM Irrigation System

1993 SPECIFICATIONS CSJ SPECIAL SPECIFICATION ITEM Irrigation System 1993 SPECIFICATIONS CSJ 0500-03-463 SPECIAL SPECIFICATION ITEM 5335 Irrigation System 1. Description. This Item shall govern for construction of the irrigation system for the crosstimbers "t-ramp' 2. General

More information

University of Central Florida Main Campus. Domestic Water. Service and Meter Installations Requirements. Issued January 26 th, 2017.

University of Central Florida Main Campus. Domestic Water. Service and Meter Installations Requirements. Issued January 26 th, 2017. University of Central Florida Main Campus Domestic Water Service and Meter Installations Requirements Issued January 26 th, 2017 1 P a g e Table of Contents 1. GENERAL INFORMATION... 3 2. DEFINITIONS...

More information

C900/RJ. CertainTeed. PVC Pipe. with CertainTeed s proven Certa-Lok restrained joint system. Directional Drilling

C900/RJ. CertainTeed. PVC Pipe. with CertainTeed s proven Certa-Lok restrained joint system. Directional Drilling 1 1 CertainTeed C900/RJ PVC Pipe with CertainTeed s proven Certa-Lok restrained joint system Directional Drilling Underground Water Mains and Restrained, Non-Metallic Change-of-Direction Fittings (No Thrust

More information

Davis and Weber Counties Canal Company

Davis and Weber Counties Canal Company PRESSURIZED SECONDARY WATER CONSTRUCTION SPECIFICATIONS For Davis and Weber Counties Canal Company January 2016 1 SECTION 1: GENERAL QUALITY CONTROL REQUIREMENTS 1.1 SCOPE: This section defines the general

More information

Pine Cone Road Roundabout Enhancements Sartell, MN November 17, 2016

Pine Cone Road Roundabout Enhancements Sartell, MN November 17, 2016 SECTION 328400 PLANTING IRRIGATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION FIRE HYDRANTS

SECTION FIRE HYDRANTS SECTION 21 11 10 PART 1. GENERAL 1.1 SUMMARY: A. Work consists of furnishing and installing new fire hydrants, (boot with ductile iron retainer gland, standpipe and hydrant complete) plus constructing

More information

CVO/169897A OCTOBER 29, CONVEYANCE PIPING GENERAL

CVO/169897A OCTOBER 29, CONVEYANCE PIPING GENERAL SECTION 02500 CONVEYANCE PIPING - GENERAL PART 1 GENERAL 1.1 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American Concrete Institute (ACI): 301, Standard

More information

ADDENDUM No. 03 March 16, 2015

ADDENDUM No. 03 March 16, 2015 9 TH AVENUE PROMENADE ABAMA ADDENDUM No. 03 March 16, 2015 PROJECT: 9 TH AVENUE PROMENADE UAB PROJECT NO. 120034AP GM&C PROJECT NO. CBHM130008 AD3-1 GENERAL: A. The following revisions and/or additions

More information

SECTION FACILITY STORM DRAINAGE PIPING

SECTION FACILITY STORM DRAINAGE PIPING SECTION 22 1413 FACILITY STORM DRAINAGE PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01

More information

SECTION UNDERGROUND SPRINKLER SYSTEM

SECTION UNDERGROUND SPRINKLER SYSTEM SECTION 32 8400 UNDERGROUND SPRINKLER SYSTEM PART 1 - GENERAL 1.1 WORK INCLUDED A. Design and installation of automatic lawn and shrub sprinkler system providing uniform moisture coverage. B. Furnishing

More information

SUPPLEMENTAL SPECIFICATIONS TO STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION NO. 2611

SUPPLEMENTAL SPECIFICATIONS TO STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION NO. 2611 Revised October 10, 2014 SUPPLEMENTAL SPECIFICATIONS TO STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION NO. 2611 Water Main and Service Line Installation shall be in accordance with

More information

IRRIGATION..1 All Division 1 Specification Sections.2 Section Quality Control & Inspection.3 Section Excavation, Trenching & Backfilling

IRRIGATION..1 All Division 1 Specification Sections.2 Section Quality Control & Inspection.3 Section Excavation, Trenching & Backfilling CITY OF BRAMPTON LANDSCAPE SPECIFICATIONS SECTION 02810-1 PART 1 GENERAL 1.1 Related Work.1 All Division 1 Specification Sections.2 Section 01450 Quality Control & Inspection.3 Section 02315 Excavation,

More information

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA The following standard specification is intended to be edited according to the specifics of the project. Brackets [ ] and areas shaded in gray [e.g. format] indicate requirements that are optional depending

More information

SECTION UTILITY POLYETHYLENE CONTAINMENT PIPE SYSTEMS

SECTION UTILITY POLYETHYLENE CONTAINMENT PIPE SYSTEMS SECTION 02670 UTILITY POLYETHYLENE CONTAINMENT PIPE SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. Trenching and other excavation. B. Ground water control. C. Pipe bedding. D. Installation of containment

More information

SECTION PLUMBING PIPING

SECTION PLUMBING PIPING SECTION 22 1000 PLUMBING PIPING PART 1 GENERAL 1.1 QUALITY ASSURANCE A. Perform Work in accordance with authority having jurisdiction standards. Utilize products as indicated in drawings and as allowed

More information

B. Refer to Division 31 Section "Earth Moving for excavating, trenching, and backfilling.

B. Refer to Division 31 Section Earth Moving for excavating, trenching, and backfilling. This specification is neither project nor code-specific. It is the responsibility of the contracted Design Professional to produce Contract Documents in conformance with the approved Scope of Work and

More information

SECTION ELECTRICAL SITE UTILITIES

SECTION ELECTRICAL SITE UTILITIES SECTION 16402 ELECTRICAL SITE UTILITIES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Electrical site utilities and coordination of requirements with the utility company and service specifications.

More information

CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS

CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS October 1990 CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS 1. GENERAL CONDITIONS...1 3. DESCRIPTION...1 5. MATERIALS...1 5.1 General...1 5.2 Testing and Approval...1 5.3 Irrigation Pipe and Fittings...1

More information

SECTION 8 SEPARATION OF LINES

SECTION 8 SEPARATION OF LINES SECTION 8 SEPARATION OF LINES 8.01 INDEX 8.01 INDEX 8.02 PURPOSE 8.03 DEFINITIONS 8.04 SEWER SEPARATION 8.05 NON-POTABLE SEPARATION 8.06 REFERENCES 8.02 PURPOSE This section states the requirements and

More information

DRINKING WATER LINE INSTALLATION STANDARDS

DRINKING WATER LINE INSTALLATION STANDARDS 30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY

More information

Ice Rink Renovation & New Clubhouse

Ice Rink Renovation & New Clubhouse SECTION 331213 - WATER SERVICE CONNECTIONS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe and fittings for domestic water service connections to buildings. 2. Corporation stop assembly. 3. Curb

More information

A. This section is intended to provide design guidelines for Utility Direct Buried Piping and Conduit Systems.

A. This section is intended to provide design guidelines for Utility Direct Buried Piping and Conduit Systems. Date Description of Change Pages / Sections Modified ID 6/15/16 Entire document - mgl44 PART 1 - INTRODUCTION 1.1 PURPOSE A. This section is intended to provide design guidelines for Utility Direct Buried

More information

HAIGHTS CREEK IRRIGATION COMPANY

HAIGHTS CREEK IRRIGATION COMPANY HAIGHTS CREEK IRRIGATION COMPANY DEVELOPMENT STANDARDS AND SPECIFICATIONS Adopted by the Haights Creek Irrigation Company Board June 11, 2015 (rev. 4/12/17) Haight s Creek Irrigation Company Adopted June

More information

GENERAL NOTES KEYED NOTES OVERALL SITE PLAN. VSR Design Landscape Architecture-Planning-Sports-Recreation LAYOUT + MATERIALS

GENERAL NOTES KEYED NOTES OVERALL SITE PLAN. VSR Design Landscape Architecture-Planning-Sports-Recreation LAYOUT + MATERIALS GENERAL NOTES. ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSRDESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY LOCATIONS AS

More information

CITY OF FARGO SPECIFICATIONS SEWER AND WATER SERVICE CONNECTIONS

CITY OF FARGO SPECIFICATIONS SEWER AND WATER SERVICE CONNECTIONS SEWER AND WATER SERVICE CONNECTIONS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of the furnishing of all labor, material,

More information

Brown University Revised August 3, 2012 Facilities Design & Construction Standards SECTION HVAC PIPES AND TUBES

Brown University Revised August 3, 2012 Facilities Design & Construction Standards SECTION HVAC PIPES AND TUBES SECTION 23 20 00 - HVAC PIPES AND TUBES PART 1 - GENERAL 1.1 SUMMARY: A. Section includes pipe and pipe fittings for: heating water, chilled water, steam and steam condensate, condenser water, glycol,

More information

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS PART 1 GENERAL 1.01 SUMMARY Section 15140 PIPE HANGERS, This Section includes the furnishing and subsequent installation of: A. Pipe and equipment hangers, supports, and associated anchors B. Equipment

More information

SECTION FIRE HYDRANTS

SECTION FIRE HYDRANTS SECTION 02080 FIRE HYDRANTS PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified The work specified shall include all labor, material, equipment, tools, services and incidentals necessary to furnish and

More information

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA The following standard specification is intended to be edited according to the specifics of the project. Brackets [ ] and areas shaded in gray [e.g. format] indicate requirements that are optional depending

More information

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA The following standard specification is intended to be edited according to the specifics of the project. Brackets [ ] and areas shaded in gray [e.g. format] indicate requirements that are optional depending

More information

SECTION UNDERGROUND ELECTRICAL CONSTRUCTION

SECTION UNDERGROUND ELECTRICAL CONSTRUCTION PART 1 - GENERAL 1.1 DESCRIPTION SECTION 26 05 41 UNDERGROUND ELECTRICAL CONSTRUCTION A. This section specifies the furnishing, installation, and connection of precast manholes and pullboxes with ducts

More information

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA

PROJECT TITLE PROJECT NO: CONTRACT TITLE GRANT NO: UNIVERSITY OF CALIFORNIA, DAVIS CITY, CALIFORNIA The following standard specification is intended to be edited according to the specifics of the project. Brackets [ ] and areas shaded in gray [e.g. format] indicate requirements that are optional depending

More information

ARTICLE 26 UTILITY LINE INSTALLATION REQUIREMENTS

ARTICLE 26 UTILITY LINE INSTALLATION REQUIREMENTS UTILITY LINE INSTALLATION REQUIREMENTS Index 26.01 JACK AND BORE OPERATIONS 26.02 PRESSURE PIPE RESTRAINT 26.03 PRESSURE CONNECTION BACK TO TABLE OF CONTENTS Section 26.01 JACK AND BORE OPERATIONS 26.01.01

More information

BEING A PART OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 6 SOUTH, RANGE 66 WEST

BEING A PART OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 6 SOUTH, RANGE 66 WEST XG ILING NO. BEING A PART O THE NORTHWEST QUARTER O SECTION 5, TOWNSHIP 6 SOUTH, RANGE 66 WEST Englewood, Colorado 0 phone 0.799.606 fax 0.799.07 " TEMPORARY MAINLINE WM WM " " " PERMANENT MAINLINE " TEMPORARY

More information

B. National Fire Protection Agency (NFPA) Latest Edition 70 National Electric Code

B. National Fire Protection Agency (NFPA) Latest Edition 70 National Electric Code PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Installation of underground, automatically controlled lawn and shrub bed irrigation system, including electrical connections, connections to water mains

More information

DIVISION 2 SITE WORK SECTION SYSTEM WATER LINES

DIVISION 2 SITE WORK SECTION SYSTEM WATER LINES DIVISION 2 SITE WORK SECTION 02667 SYSTEM WATER LINES PART 1 GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe and fittings for water lines including, HDPE sludge mains. 2. Gate valves and appurtenances.

More information

LAUREL STREET WATER TANK LANDSCAPE RFP SECTION SECTION UNDERGROUND IRRIGATION SYSTEM

LAUREL STREET WATER TANK LANDSCAPE RFP SECTION SECTION UNDERGROUND IRRIGATION SYSTEM SECTION 32 84 00 PART 1 GENERAL 1.1 SUMMARY A. The Project requires landscape plantings to be installed by a design-build professional landscape firm (Landscape Contractor) to be selected by the Owner.

More information

Part 4: Irrigation. Contents General Conditions Execution Materials...3

Part 4: Irrigation. Contents General Conditions Execution Materials...3 Part 4: Irrigation Contents 1.0. General Conditions...1 1.1. Scope of Work... 1 1.2.Standards... 1 1.3. Quality Assurance... 1 1.4.Submittals... 1 1.5.Approvals... 2 1.6.Substitutions... 2 1.7. Existing

More information

New Conduit Specification

New Conduit Specification New Conduit Specification Combines Portions of Sections 715, 783 & 992 into New Section 630. Coordinated Effort Between Traffic Operations, ITS, Lighting, Construction, and Industry New Conduit Specification

More information

SECTION SANITARY SEWER SYSTEM

SECTION SANITARY SEWER SYSTEM SECTION 02530 SANITARY SEWER SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Section includes sanitary sewer system piping for collection of wastewater. B. Related Sections include but are not limited to: 1. Division

More information

SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE

SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SECTION 02622 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART 1 - GENERAL 1.1 SCOPE A. The work covered by this section includes furnishing all labor, equipment, and materials required to install and test

More information

Advanced Water Supply and Distribution

Advanced Water Supply and Distribution Advanced Water Supply and Distribution Instructor Otto Vinas Course # BCAIB CILB Location Nova Southeastern University Hour (s) One Potable Water Required 602.2 Only potable water shall be supplied to

More information

STANDARD SPECIFICATION SECTION POLYVINYL CHLORIDE (PVC) DISTRIBUTION PIPE (AWWA C905)

STANDARD SPECIFICATION SECTION POLYVINYL CHLORIDE (PVC) DISTRIBUTION PIPE (AWWA C905) STANDARD SPECIFICATION SECTION 15293 POLYVINYL CHLORIDE (PVC) DISTRIBUTION PIPE (AWWA C905) PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, installation, and testing of PVC distribution

More information

FLORIDA ARMY NATIONAL GUARD PALM COAST READINESS CENTER 3A3.1 FLAGLER COUNTY, FLORIDA AIRPORT EXECUTIVE DRIVE. scale: scale: CFMO NO.

FLORIDA ARMY NATIONAL GUARD PALM COAST READINESS CENTER 3A3.1 FLAGLER COUNTY, FLORIDA AIRPORT EXECUTIVE DRIVE. scale: scale: CFMO NO. scale: scale: 3/4" NORTH Architect BRAIN SAWYER License No. AR009953 REVISIONS STORAGE BUILDING BUILDING & WALL SECTIONS DATE D.B. C.B. JOB NO. JUNE 3, 06 AJW EWH 09005 00% BID FINAL 3A3. PALM COAST READINESS

More information

CONTENTS. B. System Design and Performance Requirements

CONTENTS. B. System Design and Performance Requirements 16060 Grounding and Bonding This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications or

More information

SPECIAL SPECIFICATION 6623 Multi-Duct Conduit System

SPECIAL SPECIFICATION 6623 Multi-Duct Conduit System 2004 Specifications Houston District SPECIAL SPECIFICATION 6623 Multi-Duct Conduit System 1. Description. Furnish and place a Multi-Duct Conduit (MDC) system that is suitable for installation in an outdoor

More information

SECTION PUBLIC WATER SERVICE CONNECTIONS

SECTION PUBLIC WATER SERVICE CONNECTIONS SECTION 33 14 14 PUBLIC WATER SERVICE CONNECTIONS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe and fittings for water service connections to small commercial, light industrial, and residential

More information

SECTION SANITARY SEWERAGE PART 1 GENERAL 1.01 RELATED DOCUMENTS

SECTION SANITARY SEWERAGE PART 1 GENERAL 1.01 RELATED DOCUMENTS SECTION 02530 - SANITARY SEWERAGE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,

More information

RICHMOND PUBLIC SCHOOLS DIVISION OF PURCHASES 2395 Hermitage Road, Vatex Building RICHMOND, VIRGINIA June 20, 2014 ADDENDUM NO.

RICHMOND PUBLIC SCHOOLS DIVISION OF PURCHASES 2395 Hermitage Road, Vatex Building RICHMOND, VIRGINIA June 20, 2014 ADDENDUM NO. RICHMOND PUBLIC SCHOOLS DIVISION OF PURCHASES 2395 Hermitage Road, Vatex Building RICHMOND, VIRGINIA 23220-1307 June 20, 2014 ADDENDUM NO. 1 Invitation No.: BID#14-6573-6 Dated: June 5, 2014 Opening Date:

More information

C900/RJ. CertainTeed. PVC Pipe. with CertainTeed s proven Certa-Lok restrained joint system. Directional Drilling

C900/RJ. CertainTeed. PVC Pipe. with CertainTeed s proven Certa-Lok restrained joint system. Directional Drilling 1 CertainTeed C900/RJ PVC Pipe with CertainTeed s proven Certa-Lok restrained joint system Directional Drilling Underground Water Mains and Restrained, Non-Metallic Change-of-Direction Fittings (No Thrust

More information

1). SECTION IRRIGATION SYSTEM

1). SECTION IRRIGATION SYSTEM 1). SECTION 02810 IRRIGATION SYSTEM PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: Order and furnish all labor, materials, supplies, tools, and transportation and perform all operations in connection

More information

CULINARY WATER SYSTEMS

CULINARY WATER SYSTEMS CULINARY WATER SYSTEMS I. Water system size determination A. The minimum water line size is 8 inch for distribution lines in a residential subdivision. 1. Subdivisions that have a school or church will

More information

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE)

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) SECTION 02623 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install high density

More information

SECTION WATER UTILITIES

SECTION WATER UTILITIES SECTION 33 10 00 PART 1 - GENERAL 1.1 DESCRIPTION: Underground water distribution system complete, ready for operation, including all appurtenant structures, and connections to both new building service

More information

Table of Contents. Section Pipe and Fittings Section Includes Description of Work Submittals 1. 1.

Table of Contents. Section Pipe and Fittings Section Includes Description of Work Submittals 1. 1. Table of Contents Section 5010 - Pipe and Fittings Page No. Part 1 - General 1.01 Section Includes 1 1.02 Description of Work 1 1.03 Submittals 1 1.04 Substitutions 1 1.05 Delivery, Storage, and Handling

More information

SANITARY SEWERS. B. Construct or relocate building sanitary sewer services, stubs, and connections.

SANITARY SEWERS. B. Construct or relocate building sanitary sewer services, stubs, and connections. SANITARY SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Sanitary Sewer Gravity Mains B. Sanitary Sewer Force Mains C. Sanitary Sewer Services 1.02 DESCRIPTION OF WORK A. Construct sanitary sewer gravity

More information