Addendum 3 .pdf

ADDENDUM NO. 3

TO

PLANS AND SPECIFICATIONS

FOR

66th Street Industrial Park Waterline Improvements Phase 1 W-2410C1

10/3/24

This Addendum No. 3 forms a part of the contract documents as described above. The original contract documents remain in full force and effect except as modified herein.

Clarification:

1. Alternate bid 2, the contractor will install the waterline per permit requirement, dry bore, with 10 ft cover.

2. The casing spacer for the poly pipe is not required, but lubrication is required during the installation.

3. Sta. 130+00, fence removal and replacement are incidental for the project.

4. Installation of fire hydrant per standard detail.

5. The proposed waterline is 24” OD C906, HDPE, DIPS, DR-9.

6. 66th Street must remain open to through traffic during the construction.

7. The EJ valves and hydrants are not accepted for this project.

8. All the bores can be done by horizontal directional drilling.

9. The materials and installation are separate line items.

10. The sodding is replaced with hydro mulch.

11. The waterline segments on Chestnut are the City of Enid’s property.

12. The are no conflicts with utilities.

13. The potholes data will be provided on existing pipelines crossing with depth, pipe size and materials.

14. “Bore pits will conflict with pipelines casing will all need to be extended?”- We need a specific location to answer this question.

15. At 66th Street & Chestnut Avenue, the bore can shift further north to accommodate the construction. The northwest quarter of the intersection is the City of Enid’s property.

16. Sheet 23, the contractor will tie into the end of the existing waterline.

17. Sta. 57+00, the contractor will bore the under the driveway.

18. Base bid #23, it is the incidental concrete driveway.

19. Alternate bid 1, that is a casing annotation for the rail road track bore, not the concrete.

20. The 6” class B bedding with sand is required for this project.

Modification:

1. Sheet 3, updated the bid quantities.

2. At Sta. 23+00, an additional temporary construction of 50 ft. wide by 75 ft. length.

3. Sheet 8, updated the existing Garber waterline.

4. Sta. 56+87.50 and sta. 71+66.85 the contractor will bore underneath the driveway at the wind turbine laydown yard.

Proposal:

1. Updated Proposal

PROPOSAL

Addendum 3 Proposal – Page 1

TO: The Honorable Mayor and Board of Commissioners The City of Enid, Garfield County, Oklahoma

Pursuant to the notice inviting proposals, the undersigned bidder herewith submits his proposal.

He declares he has carefully examined the Plans, Specifications and forms of Contract and bonds as set forth in the proceedings for:

66th Street Industrial Park Waterline Improvements Phase 1

W-2410C1 and that he has reached a full understanding of everything required on said Plans and Specifications, and that he has informed himself as to the kind and quantities of various materials to be furnished and/or the nature and location of the work to be done, and all other matters affecting the work.

The undersigned bidder proposes and agrees that if his proposal is accepted, to enter into contract with THE CITY OF ENID, on forms prescribed, with approved sureties, within seven (7) days, after notice of award to execute the Contract, and to furnish to the City a satisfactory Performance and Statutory Bond in the sum of 100% of the contract price, guaranteeing the faithful performance of the work and payment of bills.

To do any extra work not covered by the following schedule of prices or stipulated lump sum price which may be ordered by the Engineer and to accept as full compensation therefor such prices as may be agreed upon in writing by the Engineer and the Contractor in accordance with Section 108.04 of the General Provisions.

It is further agreed that the Contractor shall begin the work on the date as provided in these Specifications and to prosecute said work in such a manner as to complete all work contracted for within the number of calendar days submitted in the bid.

The Contractor shall take out and maintain public liability and OCP insurance in accordance with Section

106.25 of the General Provisions of the Specifications. A copy of said Specifications is now on file in the Office of the City Clerk of the City of Enid.

Upon completion of the Contract, the Contractor shall furnish to the City a satisfactory Maintenance Bond in the amount of 100% of the final contract price, guaranteeing the maintenance of the work for a period of THREE (3) years after acceptance by the City.

Accompanying this proposal is a proposal guaranty for 5% of the total bid, payable to the CITY OF ENID, OKLAHOMA, which is to be forfeited, as liquidated damages, if, in the event that this proposal is accepted, the undersigned shall fail to execute the contract and furnish satisfactory contract bond under the conditions and within the time specified in this proposal. Otherwise said proposal guaranty is to be returned to the undersigned.

Project Name: 66th Street Industrial Park Waterline Improvements Phase 1 Project No.: W-2410C1

Addendum 3 Proposal – Page 2

Base Bid Sta. 22+50 to 49+50 & Sta. 51+00 to 119+57

Line No. Bid Item Description Quantity Unit Unit Price Extended Price

1 Mobilization

1 LS

2 Bonds & Insurance

1 LS

3 Construction Staking/As-Built

1 LS

4 Construction Traffic Control

1 LS

30" Casing (By Boring), Complete in Place

245 LF

6 24" C906 HDPE, DR-9, Material 2437 LF

24" C906 HDPE, DR-9, Installation by Boring, Complete in Place

300 LF

24" C906 HDPE, DR-9, Installation by Open Trench, Complete in Place 2137 LF

9 18" C900 PVC, DR-18, Material

7943 LF

18" C900 PVC, DR-18, Installation by

210 LF

Open Trench, Complete in Place

7733 LF

8" C900 PVC Pipe, DR-18, Material (By Open Trench) 31 LF

8" C900 PVC Pipe, DR-18, Installation by

31 LF

Fire Hydrant Assembly with Valve, Complete in Place

8 EA

15 Ductile Iron Fittings

8687 LBS

16 PVC to HDPE Transition Connection

5 EA

17 6" Class B Bedding with Sand

503 CY

Type A Aggregate Backfill Under Pavement (0.85 ton/yd3)

24 CY

19 24" Gate Valve & Box Complete in Place

1 EA

20 18" Gate Valve & Box Complete in Place

8 EA

21 8" Gate Valve & Box Complete in Place 1 EA

22 1" Air Relief Valve

5 EA

Pressure Testing and Disinfection Complete in Place

1 LS

Addendum 3 Proposal – Page 3

24 HDPE 8" Tie-in

1 EA

25 Tie into Existing Waterline

2 EA

Concrete Street & Alley Repair, Complete in Place 18 SY

Concrete Driveway Repair, Complete in

160 SY

28 Hydro Mulch

4708 SY

29 Construction Sign, Complete in Place 2 EA

*Additional Concrete Repair, Complete in

400 SY

* Line item only to be used at the discretion of the Engineer.

Base Bid Total

Contract Time (Calendar Days)

Total Base Bid in Words:

Alternate Bid 1 Sta 0+00 to 22+50

Line No. Bid Item Description Quantity Unit Unit Price Extended Price

A-1 24" C906 HDPE, DR-9, Material

587 LF

A-2 24" C906 HDPE, DR-9, Installation by

400 LF

A-3 24" C906 HDPE, DR-9, Installation by Open Trench, Complete in Place 187 LF

A-4 18" C900 PVC, DR-18, Material

1904 LF

A-5

80 LF

A-6

1824 LF

A-7 12" C900 PVC Pipe, DR-18, Material (By Open Trench) 5 LF

A-8 12" C900 PVC Pipe, DR-18, Installation by Open Trench, Complete in Place

5 LF

Addendum 3 Proposal – Page 4

A-9 Fire Hydrant Assembly with Valve, Complete in Place 3 EA

A-10 Ductile Iron Fittings

3102 LBS

A-11 PVC to HDPE Transition Connection 1 EA

A-12 6" Class B Bedding with Sand

119 CY

A-13 18" Gate Valve & Box Complete in Place

2 EA

A-14 Tie into Existing Waterline

1 EA

A-15 Concrete Driveway Repair, Complete in Place 31 SY

A-16 Hydro Mulch

793 SY

Alternate 1 Bid Total

Total Alternate Bid 1 in Words:

Alternate Bid 2 Sta 49+00 to 51+00

Line No. Bid Item Description Quantity Unit Unit Price Extended Price

B-1 24" Casing (By Boring), Complete in

140 LF

B-2 18" C900 PVC, DR-18, Material

200 LF

B-3

140 LF

B-4

60 LF

B-5 6" Class B Bedding with Sand

4 CY

B-6 Hydro Mulch 27 SY

Alternate 2 Bid Total

Total Alternate Bid 2 in Words:

Addendum 3 Proposal – Page 5

Addendum 3 Proposal – Page 6

A Bidder's Bond, Certified or Cashier's Check is enclosed in the amount of $______________, as required.

STATE OF )

) SS:

COUNTY OF )

___________________________________; of lawful age, being first duly sworn, upon his oath, deposes and says, that he executed the accompanying bid on behalf of the bidder named therein for the construction of the above improvement in THE CITY OF ENID, OKLAHOMA, that he had lawful authority so to do and that the bidder has not been a party to any collusion among bidders in restraint of freedom of competition by agreement to bid at a fixed price or to refrain from bidding; or with any State or City official or employee as to quantity, quality, or price in the prospective contract, or any other terms of said prospective contract; or in any discussions between bidders and any State or City officials concerning exchange of money or other thing of value for special consideration in the letting of a contract; said bidder has neither directly nor indirectly entered into any agreement, express or implied, with any bidder or bidders, having for its object the controlling of the price or amount of such bid or bids, the limiting of the bids or bidders, the parceling or farming out to any bidder or bidders, or other persons of any part of the contract or any part of the profits thereof and that he has not and will not divulge the sealed bid on such public improvement to any person whatsoever, except those having a partnership or other financial interest with him in said bid or bids, until after the sealed bid or bids are opened.

If partnership, give name and address of each partner

By:

Address:

Email:________________________________________

Incorporated under the laws of the State of:

Subscribed and sworn to before me this _____ day of _______________________, 20____.

Notary Public

(SEAL)

My Commission Expires:

W - 2410C1 REVISION 1

LOCATED

IN THE

GARFIELD COUNTY, OKLAHOMA

CITY OF ENID

The City Of Enid, Oklahoma

66th INDUSTRIAL PARK

WATERLINE IMPROVEMENTS PHASE 1

PROJECT SITE

SE 1/4, SECTION 36, T-23N, R-6W, NW1/4, SECTION 6, T-22N, R-5W, and SE 1/4, SECTION 1, T-22N, R-6W

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WILLOW ROAD

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MARKET STREET

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30TH STREET

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16TH STREET

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OWEN K. GARRIOTT ROAD

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PURDUE AVENUE

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78TH STREET

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42ND STREET

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26 TH ST

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E. BIRCH AVE.

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FRANTZ AVENUE

AutoCAD SHX Text State Ave.

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66TH STREET

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54TH STREET

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CHESTNUT STREET

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CITY OF ENID CONTACTS

AutoCAD SHX Text City Manager

AutoCAD SHX Text Jerald Gilbert

AutoCAD SHX Text Jason Unruh, P.E.

AutoCAD SHX Text Telephone: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text 401 West Owen K. Garriott Road

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COVER

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AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text P.O. Box 1768

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AutoCAD SHX Text City Engineer

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CITY COMMISSIONERS

AutoCAD SHX Text Rob Stallings

AutoCAD SHX Text Keith Siragusa

AutoCAD SHX Text David Mason

AutoCAD SHX Text Cheryl Patterson

AutoCAD SHX Text Derwin Norwood

AutoCAD SHX Text Ward 5

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AutoCAD SHX Text Mayor

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* ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF ENID CONSTRUCTION STANDARDS.

AutoCAD SHX Text Whitney Roberts

AutoCAD SHX Text Scott Orr

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UTILITY CONTACTS

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AutoCAD SHX Text Contact

AutoCAD SHX Text Phone #

AutoCAD SHX Text Suddenlink

AutoCAD SHX Text Oklahoma Natural Gas

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AT&T

AutoCAD SHX Text Director of Public Utilities

AutoCAD SHX Text Oklahoma Gas & Electric

AutoCAD SHX Text Joseph Mojica

AutoCAD SHX Text David Hunter

AutoCAD SHX Text Bryan Brown

AutoCAD SHX Text Keith Ward

AutoCAD SHX Text Scott Blodgett

AutoCAD SHX Text 405-743-6180

AutoCAD SHX Text 580-249-2353

AutoCAD SHX Text 580-249-2230

AutoCAD SHX Text 580-278-4378

AutoCAD SHX Text 580-231-3349

AutoCAD SHX Text Storm Water Management

AutoCAD SHX Text Ashley Humphrey

AutoCAD SHX Text 580-616-7311

AutoCAD SHX Text Pioneer Telephone Co.

AutoCAD SHX Text 580-541-4228

AutoCAD SHX Text Joshua Brown

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NOTES, QUANTITY ESTIMATE

AutoCAD SHX Text James Thomas

AutoCAD SHX Text 580-231-1217

AutoCAD SHX Text Water Production

AutoCAD SHX Text Traffic Control

AutoCAD SHX Text Michael Williams

AutoCAD SHX Text 580-616-7337

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ONE NET

AutoCAD SHX Text 888-566-3638

AutoCAD SHX Text Murali Katta, P.E.

AutoCAD SHX Text Director of Engineering

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* QUANTITIES SHOWN ON THE PLANS ARE ESTIMATED. CONTRACTOR SHALL THOROUGHLY REVIEW PLANS AND SPECIFICATIONS, AND CONFIRM QUANTITIES. PAYMENT WILL BE MADE BASED UPON AS-BUILT MEASUREMENTS.

AutoCAD SHX Text Tam Nguyen

AutoCAD SHX Text Project Engineer

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PLAN & PROFILE

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STANDARD DETAILS

GENERAL CONSTRUCTION NOTES:

1. Construction and daily maintenance of all erosion control measures shall be performed by the contractor prior to the initiation of any land disturbing activities. Inspection of these structures will be performed by the city of Enid on a regular basis. The contractor shall be responsible for the repair or replacement of all erosion control devices damaged due to construction.

2. The contract time includes all necessary weather days submitted in the bid proposal.

3. The contractor shall maintain an as-built markup set of plans, which shall be turned in to the engineer at the end of construction. This item includes all critical survey information such as flow lines, and any approved modifications to the plans.

4. Utilities are shown for general information only. The contractor shall be responsible for the location and protection of existing buried utilities. Contractor shall notify OKIE @1-800-522-6543, prior to excavation. Contractors shall contact all utility companies to provide utility locations before starting excavation or removal. Contractor shall pothole utilities when necessary. Actual location and depth does vary and shall be field verified. Utilities in existing right-of-way conflicting with project will be adjusted by utility companies per their plans and schedule for adjustment.

5. Contractor shall be responsible for verification of location and depth of all utilities prior to excavation: damage to any utilities or structure during excavation and construction of proposed water mains shall be the responsibility of the contractor.

6. Trenching and excavation which cross existing and/or proposed pavement or channels shall be compacted to 95% of the standard proctor density (ASTM D-696) through and a minimum of 5ft beyond the referenced area. All bore pits and trenching except paving, shall be water jetted for compaction.

7. It shall be contractor's responsibility to provide waste areas or disposal sites for excess material which is not desirable to be incorporated into the work on this project (excavation or broken concrete). City landfill fees will not be waived for disposal of materials from this project.

8. Contractor shall submit to the engineer for approval a traffic control plan at the pre- construction meeting. This plan shall be implemented in accordance with the manual on uniform traffic control devices (MUTCD), latest edition. Notice to proceed will not be issued without approval of plan.

9. Contractor shall submit a proposed construction sequence at pre-construction meeting. Construction sequence should provide for minimal service interruptions to residents.

10. All materials and products shall have approved submittal by the engineer and owner prior to notice to proceed.

11. It is the responsibility of the contractor to visit the proposed construction site to verify site conditions.

12. All testing shall be in accordance with city of Enid standard specifications. No pavement shall be placed on subgrade that has not passed a compaction test to City inspector's discretion regardless of size of the area. ODOT class A or crusher run, compacted in 8” lifts, tested every 2 foot. See city standard for pavement repair.

13. Contractor shall saw cut the existing pavement to obtain a clean, straight edge prior to placing the concrete approach. If necessary, asphalt can be placed between the saw cut and edge of new concrete.

14. Contractor will be responsible for returning to the job site to repair any settlement of backfill that occurs during the three-year maintenance period.

15. Contractor shall be required to hand rake all disturbed areas and leave job site in a neat and smooth condition suitable for residential mowing. Remove all large clods and debris prior to final acceptance by city. Contractor shall restore all disturbed areas to their original condition and material to the satisfaction of the project inspector, including but not limited to fencing, surface features, bracing of poles, street signs, trees, sod and landscaping.

16. The contractor shall be responsible for replacing all landscaping and irrigation in as good or better condition as existing and for grading all disturbed areas to drain as good or better than existing conditions. The cost of this shall be considered incidental and included in the cost of other items unless specifically noted in the quantities.

17. Contractor shall preserve or replace all existing land boundary monuments. This work shall be performed by a registered professional surveyor.

18. Any work not classified as a contract pay item shall be considered incidental construction. The cost for such work shall be included in the price bid for other items.

19. Contractor shall provide all sod required to repair all disturbed areas. Replacement sod shall be of the like kind (Fescue or Bermuda) of existing conditions. It also includes watering for 7 consecutive days.

WATER CONSTRUCTION NOTES:

1. All work to comply with city of Enid standards and construction specifications and shall conform to the department of environmental quality standards as outlined on OAC 252:626 and 656.

2. Contractor shall notify all local home and business owners to coordinate the work. Contractor shall provide notice in the form of door hangers to all homeowners and businesses at least 48 hours prior to shutting off water.

3. Contractor shall provide access to all businesses and residents at all times. No more than one block or 400 feet of trench shall be open at once. All testing, compaction, service connections, clean up, and pavement repair shall be completed before removing additional pavement and opening new trench.

4. Contractor shall coordinate with the city's inspectors or public utilities department prior to closing any existing valves during shut outs and tie-ins. Operation of any existing water line valves shall be done by city staff only. Contractor shall coordinate outages for minimal service interruption.

5. All water valves shall be installed behind curb and out of driving surface wherever possible.

6. Contractor shall install proposed water mains at least 10 feet horizontally from any existing or proposed sewer lines, at least 2 feet vertical separation from any existing or proposed sewer lines, proposed storm sewer, raw water lines, petroleum product lines, natural gas lines, and other buried utility lines, and at least 15 feet from all parts of septic tanks, absorption fields, or other sewerage treatment and disposal systems. Water mains crossing under a sewer shall require sufficient structural support for the sewer to prevent damage to the water main and no sewer line joint shall be less than nine (9) feet from the waterline. According with DEQ 252:626, all sanitary sewer crossings above the water main must be replaced with 20 ft PVC pipe with no joists.

7. PVC pressure pipe shall be AWWA C-900, pressure class 200 and with a minimum dimension ratio of eighteen (DR-18).

8. There shall be a minimum of 3' of cover to the top of proposed water lines.

9. Where not indicated, water lines shall be a minimum of 5' from property lines and easement lines and 3' behind back of curbs

10. Installation of pipe shall include installing 12 gauge tracer wire and locator tape. Cost shall be included in price bid for pipe. All tracer wire shall be connected to valves and fire hydrants. All service lines require tracer wire into the meter tile. Locator tape shall be installed 24-inches above the pipe. All tracer wire (main and service lines) shall be interconnected so that locates can be performed from a single, energized point.

11. All water main service connections shall be connected to existing water meters with new polyethylene pipe unless specified otherwise on the plans. All service connections shall include removal and replacement of five (5) linear feet on the private side, removal and disposal of old meter box, stainless steel double strap saddle and gasket, brass corporation stop, ball cock valve, 6” brass nipple, outlet meter rise, new water meter can & lid. All services shall be 1” minimum through the meter and reduced as necessary to connect to existing services beyond the meter. Double long services shall consist of a 2” main line and two (2) 1” meters and services and all labor and materials necessary for their construction. Services shall be stubbed under existing curb line, and if curb removal is necessary it shall be included in the cost of this item. All service connections shall be adequately marked by contractor so they can be referenced and recorded on as built plans by construction inspector.

12. Any pipe bored with a casing shall be internal locking pipe. Contractor shall use an approved internal joint restraint system for all boring greater than one joint of pipe. The approved internal joint restraint system shall be for PVC pipe (EAGLE LOC 900, CERTA-LOK, etc.). PVC pipe shall be pulled through bores, not pushed.

13. All fittings shall be mechanical joint type as specified under ductile iron fittings. All fittings shall have polyethylene encasement tubing with a thickness of 8 mil.

14. All mechanical joint restraints shall be MEGALUG as manufactured by EBAA iron or approved equal.

15. All water meters shall have new round meter cans and lids. All meter boxes shall be adjusted level with surface at completion of finished grading operation. All meter boxes shall be accessible and left uncovered at the completion of each work day. It will be the responsibility of the contractor to locate and uncover any meters which require access.

16. All fire hydrants shall be painted safety yellow B54-Y37, alkyd coating from Sherwin Williams industrial and marine coatings.

17. Contractor shall salvage all existing fire hydrants at the city inspector's discretion and deliver to city service center located at 1500 w. Poplar avenue. Installation of 6" cap where fire hydrants were removed. All rejected fire hydrants shall become the property of the contractor.

18. Hydrostatic and leakage test: after the pipe has been laid and backfilled. In accordance with OAC 252:626-19-2(e), test the installed pipe for leakage in accordance with AWWA standard specifications. Leakage must not exceed 10 gal/inch diameter per mile of pipe per 24 hours at 150 psi testing pressure. This shall be included in the unit price bid for pipe. No additional payment will be made.

19. Chlorinating water mains: before being placed in service, all mains shall be chlorinated in accordance with OAC 252:626-19-2(f) and "AWWA standard for disinfecting water mains, "AWWA designation c-65a. Obtain safe bacteriological samples on two consecutive days before placing the water line into service. Chlorinated water used for disinfection of new pipes shall be dechlorinated and disposed to storm sewer. The cost shall be included in the unit price bid for pipe. No additional payment will be made.

20. (h) Separation of water mains and sewers from contamination sources. (1) Horizontal separation. (A) Measure the separation distance edge to edge. (B) Locate water mains at least 10 feet horizontally from any existing or proposed sewer lines. (C) Locate water mains at least 5 feet horizontally from any existing or proposed storm sewers, raw water lines, petroleum product lines, natural gas lines, and other buried utility lines. (D) Locate cast iron waterlines at least 10 feet from any gasoline storage tank and lines and PVC water lines at least 50 feet horizontally from any gasoline storage tank and lines. (E) Locate waterlines at least 15 feet from all parts of septic tanks and absorption fields, or other sewage treatment and disposal systems. (2) Vertical Separation. (A) Measure the separation distance from edge to edge. (B) Lay waterlines crossing sewer lines to provide a minimum vertical distance of 24 inches between the water main and the sewer line. Arrange the piping so that joints in a 20-foot length of PVC or 18-foot length of cast iron sewer pipe will be equidistant from the water main. Where a water main crosses under a sewer, provide adequate structural support for the sewer to prevent damage to the water main. (C) Maintain a 2-foot vertical separation between waterlines and any existing or proposed 76 storm sewers, raw water lines, petroleum product lines, natural gas lines, and other buried utility lines.

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

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REVISIONS

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AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Tam Nguyen, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

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TN

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TN

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JU

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NOTES

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WL-002

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66TH STREET

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ENID, OKLAHOMA

AutoCAD SHX Text W-2410C

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66TH STREET INDUSTRIAL

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PARK WATER IMPROVEMENT

MAY 2024

OR MECHANICAL JOINT RESTRAINTS

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CAST IRON VALVE BOX

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HYDRANT DRAIN PORTS

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ROCK OR GRAVEL TO SURROUND

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APPROX. 1/2 G.Y. CRUSHED

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5-1/4" VALVE OPENING

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COMPRESSION SHUTOFF

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NOT TO SCALE

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TYPICAL FIRE HYDRANT ASSEMBLY

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CONCRETE BLOCK

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STRAPPING LUGS

AutoCAD SHX Text 15"x15"x6"

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BACKFILL

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COMPACTED

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6" MECHANICAL JOINT PIPE

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FOR INLET CONNECTION

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WATER

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SUPPLY

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6 GATE VALVE

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& VALVE BOX (TYP.)

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PROVIDE 3/4" TENSION RODS

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DEPTH OF BURY

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OPERATING ASSEMBLY TO BE

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LUBRICATED PER MANUFACTURER'S

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RECOMMENDATIONS

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ALL HYDRANTS TO BE

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TRAFFIC MODEL

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W/IMPACT FLANGES.

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18" MINIMUM

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2 - 2-1/2" HOSE NOZZLES & 1 - 4" PUMPER

AutoCAD SHX Text EITHER MUELLER, M. & H, or AVK.

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CAPS W/PENTAGON NUTS

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NOZZLE W/ NAT'L. STD. THREADS CHAINED

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SPEC. C502 AND MANUFACTURED BY

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ALL HYDRANTS TO CONFORM TO AWWA

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1-1/2" PENTAGON OPERATING

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NUT OPEN LEFT

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GATE VALVE & VALVE BOX

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INCLUDED IN OTHER ITEMS.

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BLOCKING COMPLETE. " TEE " SHALL BE

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HYDRANT, GATE VALVE & BOX AND CONCRETE

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1. FIRE HYDRANT ASSEMBLY SHALL INCLUDE

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NOTE:

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STANDARD DETAIL

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NOT TO SCALE

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2" SQ OPERATING NUT

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LEFT OPEN

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WATER

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2' X 2' OR 30" DIA. CONCRETE COLLAR

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STD. WATER METER LID

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IN-LINE STANDARD BALL COCK VALVE

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W/STAINLESS STEEL BAND

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STAINLESS STEEL SERVICE CLAMP

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WATER SERVICE LINE CONNECTION

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TO PREVENT FUTHER SETTLEMENT.

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2. SOIL AROUND SERVICE CONNECTION SHALL BE COMPACTED

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MENT OR EXPANSION AND/OR CONTRACTION.

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TO COUNTERACT THE EFFECTS OF A LOAD DUE TO SETTLE-

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NOT TO SCALE

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PRIOR TO CONNECTING TO PROVIDE FLEXIBILITY AND "GIVE"

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1. ALWAYS PUT A BEND OR "GOOSENECK" IN SERVICE LINE

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NOTES:

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STOP

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BRASS CORPORATION

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CONTINUOUS POLY PIPE

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WATER MAIN

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STANDARD

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BLOW-OFF DETAIL

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NOT TO SCALE

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BALL COCK VALVE

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1" STANDARD

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CORPORATION STOP

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1" BRASS

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POLY PIPE

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STANDARD

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METER BOX

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METER YOKE OR EQUAL

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MUELLER COPPER

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VALVE

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METER

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ANGLE

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METER

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WATER

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GROUND LINE

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SHALL BE REPLACED AT A MINIMUM OF FIVE FEET ON

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3. REPLACEMENT/RELOCATION OF WATER SERVICE LINES

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END USER SIDE.

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3. VALVES SHALL BE MANUFACTURED BY

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EITHER MUELLER, M & H, OR AVK.

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GENERAL NOTE:

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PVC PRESSURE PIPE (POLY PIPE) SHALL BE AWWA C-900, PRESSURE

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CLASS 200 AND WITH A MINIMUM DIMENSION RATIO OF EIGHTEEN (DR-18).

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END USER SIDE

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POLY PIPE

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3. ALL RESTRAINT JOINTS OR MECHANICAL JOINTS

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MUST BE MEGALUG, OR AN APPROVED EQUAL.

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2. FIRE HYDRANTS MUST BE SAFETY YELLOW B54-Y37,

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ALKYD COATING FROM SHERWIN WILLIAMS

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INDUSTRIAL AND MARINE COATINGS.

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4. STD. WATER METER LID SHALL BE FROM ACCUCAST.

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MODEL #872006.

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STD. WATER METER BOX

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5. STD. WATER METER BOX SHALL BE FROM OLDCASTLE/CARSON.

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MODEL #22002001.

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COMPACTED BACKFILL

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1. GATE VALVE TO CONFORM TO AWWA C500.

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NOTE:

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2. GATE VALVE TO BE IRON BODY BRONZE

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MOUNTED NON-RISING STEM W/DOUBLE

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DISC GATES OF SIZE SHOWN ON PROJECT

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PLANS.

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PLUG

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6" DIA VALVE & BOX

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6. ALL IRRIGATION METERS SHALL HAVE BACKFLOW PREVENTION

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SYSTEMS. MODEL #

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PLAN VIEW

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3' FROM BACK OF CURB

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±1' FROM BACK

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OF RIGHT-OF-WAY

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TRACER WIRE

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TOP SECTION CAST IRON

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BASE-ABS PLASTIC

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TRACER WIRE ACCESS BOX FOR TWO TERMINALS

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ABOVE GROUND (PAINTED BLUE)

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LID (CAST IRON)

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TRACER WIRE ACCESS BOX FOR

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TWO TERMINALS FLUSH WITH GRADE

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HDPE TRACER WIRE

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(PAINTED BLUE)

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TRACER WIRE WIRE ACCESS BOX ABOVE GROUND AND FLUSH WITH GRADE

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SHOULD BE COBRA COPPPERHEAD OR EQUIVALENT.

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6" PVC PIPE

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SDR-40 TYP.

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DETAIL OF AIR/VACUUM - RELEASE VALVE

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NOT TO SCALE

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AIR/VACUUM-RELEASE VALVE

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WATER

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MAIN

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BRASS CORP. STOP

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VARIABLE

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4" M. J. PLUG DRILL & TAP

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M. J. TEE

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POLY PIPE

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BRASS ANGLE VALVE

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STANDARD METER BOX

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W/LOCKING LID

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EQUAL AREA OF PIPE

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OF ALL OPENINGS SHALL

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PERFORATED NIPPLE - AREA

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PROPERTY OR R/W LINE

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GALV. IRON PIPE

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

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REVISIONS

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AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Tam Nguyen, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

AutoCAD SHX Text of

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

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TN

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TN

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JU

AutoCAD SHX Text Sheet Title:

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MISCELLANEOUS

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WL-302

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CONSTRUCTION

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WATER LINE

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STANDARD

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66TH STREET

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ENID, OKLAHOMA

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66TH STREET INDUSTRIAL

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PARK WATER IMPROVEMENT

9" P.C. CONCRETE (3500 P.S.I.)

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HIGH EARLY STRENGTH

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TRENCH

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WIDTH

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SAME WIDTH AS

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DITCH NOT TO

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EXCEED 12" WIDE

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SAME WIDTH AS

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DITCH NOT TO

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EXCEED 12" WIDE

AutoCAD SHX Text 9"

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EXCEED 12" WIDE

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DITCH NOT TO

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SAME WIDTH AS

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EXCEED 12" WIDE

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DITCH NOT TO

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SAME WIDTH AS

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WIDTH

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TRENCH

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HIGH EARLY STRENGTH

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9" P.C. CONCRETE (3500 P.S.I.)

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TYP.

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EXIST. CONC.

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STR. PAVE.

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SAW TO 1/2"

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DEPTH

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REMOVE EXIST.

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PAVE. TO REGULAR

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LINES

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EXIST. SOIL

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ASPH. W/

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BITUM. SURF.

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EXIST. SURF. CSE.

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EXIST. BASE CSE.

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TACK COAT

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2 1/2" TYPE " B " HMHL ASPHALTIC CONC.

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SELECT SOIL MATERIAL COMPACTED

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TO 95% STANDARD PROCTOR DENSITY.

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STREET PAVEMENT SHALL NOT BE REPLACED UNTIL

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SATISFACTORY TEST RESULTS HAVE BEEN RECEIVED

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FROM A COMMERCIAL TESTING LABORATORY, UNLESS

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SPECIFICALLY WAIVED BY THE ENGINEER.

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TYPICAL SECTION

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FOR REPLACEMENT OF

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TYPICAL SECTION

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FOR REPLACEMENT OF

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P.C. CONCRETE STREET & ALLEY PAVEMENT

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BITUMINOUS STREET & ALLEY PAVEMENT

AutoCAD SHX Text 2"R

AutoCAD SHX Text 2"R

AutoCAD SHX Text D + 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text D/2

AutoCAD SHX Text 1' - 0"

AutoCAD SHX Text 1"

AutoCAD SHX Text D

AutoCAD SHX Text 30"

AutoCAD SHX Text 4"

AutoCAD SHX Text 22"

AutoCAD SHX Text 4"

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TOOL EDGE 1/2" R.

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SHALL BE REQUIRED IN COMMERCIAL

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AND INDUSTRIAL SUBDIVISIONS AND

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ARTERIAL STREETS CENTERED AT

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EXPANSION JOINTS & END OF CURB

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FOR FUTURE EXTENSIONS.

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TOOLED OR SAWED CONTRACTION JOINTS SHALL BE CONSTRUCTED AT

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20 FOOT INTERVALS. EXPANSION JOINTS SHALL BE CONSTRUCTED AT

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PC'S AND PT'S OR AT 600 FOOT INTERVALS.

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COMBINED CURB & GUTTER DETAIL

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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3/4" DEFORMED BARS 2'-6" LONG

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BELOW WATER MAIN.

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IS TWO (2) FEET OR LESS AND WHEN SANITARY SEWER IS

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WHERE VERTICAL SEPARATION OF WATER MAIN AND SEWER

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THIS DETAIL APPLIES TO ALL SANITARY SEWER CROSSINGS

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NOTE:

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NOT TO SCALE

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CAST IRON OR DUCTILE IRON PIPE

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SAN. SEWER BELOW

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6" MIN. FILL

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WATER MAIN ABOVE

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AutoCAD SHX Text 10'-0"

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NOT TO SCALE

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NOTES:

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OF HEALTH BULLETIN 0589.

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TO BACKFILLING PER OKLA. STATE DEPT.

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TESTED TO ASSURE WATER-TIGHTNESS PRIOR

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AND SEWER, THE SEWER MUST BE PRESSURE

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CAN BE PROVIDED BETWEEN THE WATER MAIN

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2. WHEN LESS THAN TWO FEET OF SEPARATION

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CROSSES ABOVE THE WATER MAIN.

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CROSSINGS WHERE THE SANITARY SEWER

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1. THIS DETAIL APPLIES TO ALL SANITARY SEWER

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VARIES

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WATER MAIN BELOW

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SAN. SEWER ABOVE

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IRON PIPE

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CAST IRON OR DUCTILE

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PIPE BARREL

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ALL AROUND SEWER

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6" MIN. CONCRETE ENC.

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 10'-0"

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text 1'-0"

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VARIABLE

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SEE PLANS

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AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text O.D.

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text O.D.

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-10"

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SANITARY SEWER CROSSING

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SANITARY SEWER ENCASEMENT DETAIL

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STANDARD CONCRETE PIER

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RESTRAINING COLLAR CONCRETE PIER

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6 NO. 4 BARS

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EXIST. GRD.

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4 NO. 4 BARS

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4 NO. 4 BARS

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4 NO. 4 BARS

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4 NO. 4 BARS

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3 NO. 4 BARS

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5 NO. 4 BARS

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Tam Nguyen, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

AutoCAD SHX Text of

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text

TN

AutoCAD SHX Text

TN

AutoCAD SHX Text

JU

AutoCAD SHX Text Sheet Title:

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STANDARD CONCRETE PIER,

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WL-304

AutoCAD SHX Text Sheet:

AutoCAD SHX Text Section:

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CROSSING DETAIL,

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SEWER-WATER LINE

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& PAVEMENT REPAIR

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FOR UTILITY CROSSING

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66TH STREET

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ENID, OKLAHOMA

AutoCAD SHX Text W-2410C

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66TH STREET INDUSTRIAL

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PARK WATER IMPROVEMENT

VARIABLE (MIN. 4' - 0")

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20# ROOFING FELT BETWEEN ROOF AND

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EACH WAY

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#7 BARS @ 12" CTRS.

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#5 @ 6" CTRS. EACH WAY

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TO TOP OF VAULT.

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BLOCKS WITH GROUT

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FILL ALL CONCRETE

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AutoCAD SHX Text A

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FLOW

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#5 @ 8" CTRS

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REBAR

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

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SUMP

AutoCAD SHX Text A

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OFFSTREET PLAN VIEW

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NOT TO SCALE

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(TYP. FOR 4)

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LIFTING HOOK

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AutoCAD SHX Text 6"

AutoCAD SHX Text 18"

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STANDARD CONCRETE

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BLOCK

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FLOW

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OFFSTREET VALVE VAULT TOP

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ELEVATION VIEW SECTION AA

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NOT TO SCALE

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(NOT FOR TRAFFIC LOADS)

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UNDISTURBED EARTH OR

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COMPACTED MATERIAL

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3" CLR.

AutoCAD SHX Text D

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POUR SUMP MONOLITHIC WITH FLOOR

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JOINT MATERIAL

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3/4" BITUMINOUS EXPANSION

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300 M OR EQUAL, 10 MILS.

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KUPPERS C.T. EPOXY NO.

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WATERPROOF COATING

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OTHERWISE USE WATER STOPS

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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GROUT

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METER

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BUTT JOINT

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WALL, AND BETWEEN TWO PIECE ROOF

AutoCAD SHX Text 0.3D

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SHALL BE SHOP FABRICATED. A REPORT SHALL BE FURNISHED ON THE

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TO ANSI/ASTM C478 CONCRETE 3000 PSI (MIN.). ALL REINFORCING STEEL

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3. WHEN CONCRETE METER VAULT SECTIONS ARE USED, THEY SHALL CONFORM

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7 DAY & 28 DAY STRENGTH OF THE CONCRETE.

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1) THE TAP MADE TO THE WATER MAIN, 2) THE POURING OR PLACEMENT OF

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IN ADVANCE SO THAT AN INSPECTOR MAY WITNESS EACH OF THE FOLLOWING:

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INSPECTION NOTICE SHALL BE GIVEN TO THE ENGINEER 48 HOURS

AutoCAD SHX Text 2.

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VALVE AT THE CONNECTING SLEEVE.

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LINE TAPPING SLEEVE TO DOWNSTREAM FROM THE METER CHECK

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1. USE PVC PIPING AND D.I./C.I. FITTINGS FROM THE MAIN

AutoCAD SHX Text A

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VARIABLE (APPROX. 1'-0")

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NOTES:

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METER

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SIZE

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AutoCAD SHX Text A

AutoCAD SHX Text B

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VAULT SIZE LEGEND

AutoCAD SHX Text C

AutoCAD SHX Text 6"

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48" MIN.

AutoCAD SHX Text 1 1/2

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AutoCAD SHX Text

COMPACTED MATERIAL

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#5 @ 6" CTRS. EACH WAY

AutoCAD SHX Text 9"

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DOWEL 3"

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IN WALL

AutoCAD SHX Text 9"

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PVC WATER STOP,

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2 X 4 KEY, TYPICAL

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3" CLR.

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#5 @ 8" CTRS.

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#4 @ 12" CTRS.

AutoCAD SHX Text 9"

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#7 @ 10" CTRS. EACH WAY

AutoCAD SHX Text D

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UNDISTURBED EARTH OR

AutoCAD SHX Text 1' - 6"

AutoCAD SHX Text 8"

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SEE SUMP

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NOTE ABOVE

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#7 @ 8" CTRS. EACH WAY

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3/4" BITUMINOUS EXPANSION

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MATERIAL AROUND TOP OF

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VAULT TO SAME DEPTH AS

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20# ROOFING FELT BETWEEN

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ROOF AND WALL, AND BETWEEN

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TWO PIECE ROOF BUTT JOINT.

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STREET.

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LIFTING HOOK DETAIL

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#8 BAR GALV.

AutoCAD SHX Text 3"

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ROOF SLAB

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WELD HOOK TO ROOF

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NOT TO SCALE

AutoCAD SHX Text 6"

AutoCAD SHX Text

SLAB REINFORCING

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3" X 6" X 5" DEEP RECESS HOOK

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TO RECEIVE LIFTING HOOK

AutoCAD SHX Text 9"

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NOT TO SCALE

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VAULT FOR TRAFFIC LOADS

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ELEVATION VIEW ALTERNATE VALVE

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AutoCAD SHX Text

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1-7/8" CIRCULAR HOLE IN CENTER OF ALUMINUM HINGED

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LID, C.I. FRAME

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NEENAH R 6660 K H OR EQUAL, 2' X 2' MANHOLE WITH

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THE VAULT, AND 3) THE INSTALLTION OF THE LID AND ECR DEVICE.

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4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH

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FITTINGS COMPATIBLE WITH THE TYPE OF PIPE FURNISHED.

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5. BOLTS & NUTS SHALL CONFORM TO ASTM A307 GR. B, AND ASTM

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A563 GR. A RESPECTIVELY.

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LID-MOUNTED TOUCH PAD FOR ECR

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ECR CABLE

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NOTE: ALL NUMBERS ARE IN INCHES.

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FLOW

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6. IF IT IS A PRE-CAST VAULT, IT SHALL MEET THE SAME STANDARD OF STEEL

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AND CONCRETE STRENGTH AND REQUIRE A SUBMITTAL AND APPROVAL BY

AutoCAD SHX Text 6"

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METER

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SIZE

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VALVE TYPE

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VALVE DETAILS

AutoCAD SHX Text 1 1/2

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FLANGE BALL COCK VALVE

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GATE VALVE

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FLANGE BALL COCK VALVE

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GATE VALVE

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GATE VALVE

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ENGINEER.

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7. COPPER PIPE LINE MATERIALS ARE NOT APPROVED.

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FLOW

AutoCAD SHX Text B

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8. FOR 3" METERS, PIPE SIZE SHOULD BE 4" BEFORE THE METER BOX

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AND REDUCED AFTER THE VALVE.

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9. ALL SERVICE LINES SHALL HAVE MINIMUM 30" COVER.

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10. ALL NON TRAFFIC AREAS WITH POURED IN PLACE BOX SHALL BE 6" WALL THICKNESS.

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#5 @ 6" CTRS. 90° BEND TIE-ROD

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CHECK VALVE

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ON CUSTOMER SIDE

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GATE VALVE FLANGED, NRS W/CITY OF ENID STD. C.I. VALVE BOX & LID

AutoCAD SHX Text METER SUPPORT 6"x9" CINDER BLOCKS, SPACE EVENLY OUTSIDE OF METER, APPROVED BY CITY OF ENID

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text 6"

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11. ALL VALVES ARE FLANGED ENDS.

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12. THE COST OF THE METER SHALL INCLUDE ONLY THE METER.

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6" MINIMUM (TYP.)

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6" MINIMUM (TYP.)

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13. OFF STREET BLOCK WALL CONSTRUCTION CAN BE USED. TRAFFIC LOADS POURED IN PLACE OR PRE-CAST ARE ALLOWED.

AutoCAD SHX Text

NOTE: ALL NUMBERS ARE IN INCHES.

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Tam Nguyen, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

AutoCAD SHX Text of

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text

TN

AutoCAD SHX Text

TN

AutoCAD SHX Text

JU

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text

WATER METER VAULT

AutoCAD SHX Text

WL-305

AutoCAD SHX Text Sheet:

AutoCAD SHX Text Section:

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4" & 6" METER

AutoCAD SHX Text 1 1/2", 2", 3", AutoCAD SHX Text

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66TH STREET

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ENID, OKLAHOMA

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66TH STREET INDUSTRIAL

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PARK WATER IMPROVEMENT

18" MIN

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UNDISTURBED EARTH

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CARRIER PIPE

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GROUT FILL ANNULAR SPACE IF>2"

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VENT PIPE W/ BUG SCREEN (IF REQ'D)

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STAINLESS STEEL CASING SPACERS AS REQ'D EQUALLY SPACED EVERY 5 FEET

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CASING PIPE

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SEAL ENDS OF CASING

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CASING ID

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GROUT FILL ANNULAR SPACE B/W BORE AND CASING IF SPACING >2"

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BORE HOLE

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CASING PIPE

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UNDISTURBED EARTH

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CARRIER PIPE

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STAINLESS STEEL CASING SPACER

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GLASS FILLED POLYMER RUNNER

AutoCAD SHX Text NOTES: SEALED CASING ENDS: NEOPRENE RUBBER END SEALS SECURED WITH 316 STAINLESS STEEL BANDING REQUIRED. PLUGGED PIPE ENDS: BOTH ENDS OF THE CASING PIPE SHALL BE PLUGGED WITH A NON-SHRINK GROUT, GROUTED MASONRY, OR APPROVED EQUAL. EACH PLUG SHALL BE A MINIMUM LENGTH OF 18". GROUTING PRESSURE SHALL NOT EXCEED THE PIPE MANUFACTURER'S RECOMMENDATIONS. VENT PIPES: VENT PIPES SHALL BE INSTALLED ON BOTH ENDS OF CASING FOR BORINGS THAT CROSS ODOT ROADS AND RAILROAD CROSSINGS, VENTS SHALL BE 2" DIA FOR CASING SIZES <+30-IN. VENTS SHALL BE A 4" DIA FOR CASING SIZES >30-IN. VENT OPENINGS SHALL FACE DOWNWARDS TO POINT TOWARDS THE GROUND AND SHALL BE PAINTED ACCORDING TO UTILITY TYPE. BUG SCREEN SHALL BE INCLUDED ON THE OPEN END OF VENT PIPE. VENT PIPES SHALL BE TURNED OUTWARDS FROM THE STREET AND SHALL BE ON THE RIGHT-OF-WAY LINE. CASING PIPE SIZE: STEEL CASING PIPE SHALL HAVE THE FOLLOWING MINIMUM DIAMETERS: SEE TABLE 1. FOR INSTALLATION UNDER BNSF RAILROADS, PIPE CASING SHALL EXTEND TO ROW LINE. FOR INSTALLATION UNDER ODOT HIGHWAY/ARTERIAL STREETS, PIPE CASING SHALL EXTEND TO EDGE OF ROADWAY WITH VENT PIPES EXTENDING OUT TO ROW LINE. CASING PIPE THICKNESS: STEEL CASING PIPE SHALL HAVE THE FOLLOWING MINIMUM THICKNESS(ES), IN INCHES, FOR THE INDICATED MAXIMUM DEPTH OF COVER(S), IN FEET: SEE TABLE 2. CASING MATERIAL: STEEL CASING PIPE SHALL CONFORM WITH ASTM A-130, STANDARD SPECIFICATION FOR ELECTRIC-FUSION (ARC). WELDED STEEL PIPE (NPS4 AND OVER). THE STEEL MATERIAL SHALL BE NEW, SMOOTH WALL, CARBON STEEL, GRADE B, WITH A MINIMUM THIRTY-FIVE-THOUSAND (35,000 PSI) POUNDS PER SQUARE INCH YIELD STRENGTH. CARRIER PIPE: CARRIER PIPE SHALL BE INTERNAL RESTRAINT PIPE. SPACER BAND WIDTH SHALL BE 8" FOR CARRIER PIPE DIA <12" AND 12" FOR CARRIER PIPE DIA >36".

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8 TO 10

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10 TO 12

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NOTE: ALL NUMBERS ARE IN INCHES.

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16 TO 18

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18 TO 20

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14 TO 16

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28 TO 30

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31 TO 33

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54 TO 60

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42 TO 48

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36 TO 42

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TABLE 1 RECOMMENDED CASING SIZING

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PIPE NOMINAL SIZE

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SUGGESTED CASING PIPE INSIDE DIAMETER

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PIPE NOMINAL SIZE

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SUGGESTED CASING PIPE INSIDE DIAMETER

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20 TO 22