Drawings-TCarter FINAL Plans STAMPED-cw.pdf

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Water Line Extension and Line, Pawhuska, OK
Solicitation number
246-25-Q-0042
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These are detailed engineering drawings for a water line extension project in Pawhuska, Oklahoma, prepared by the Indian Health Service (IHS) Sanitation Facilities Construction program. The technical drawings show a proposed 518 linear feet of 2-inch PVC water line extension, with specific construction details including connections to existing 4-inch cast iron water mains and 6-inch clay tile sewer mains near Pawhuska Indian Village Elementary. The drawings specify technical requirements such as minimum pipe burial depths (30 inches), thrust block dimensions, gate valve and hydrant installations, and crossing/separation requirements between water and sewer lines. The project involves boring under Littlewing Drive, open cutting a gravel drive, and installing a meter to be set by the City of Pawhuska, with construction notes detailing pipe specifications, joint restraints, and casing requirements.

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USER: cwillingham FILE: O:\Pawnee-SFC\C. Scattered Site Program\100 - Participant Folders\4443 - Carter, Trona\Site Plan.dwg 11/05/2024 - 3:51pm

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COVER SHEET

PAWHUSKA, OK

WATER LINE EXTENSION

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PUBLIC LAW 86-121

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PAWNEE FIELD OFFICE

OFFICE OF ENVIRONMENT AL

HEALTH & ENGINEERING

SANITATION FACILITIES CONSTRUCTION

1201 HERITAGE CIR

PAWNEE, OK 74058

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Pawhuska

Indian

Viii/age

Elementary

STA 0+00 Connect to Existing Water Main

4-inch Cast Iron.

Install new GV

Connect new 4-inch PVC SSL to existing 6" clay tile Sewer Main\

Maintain 25" of vertical separation between new water main and existing

:: sewer main (depth unknown).

Littlewing Ave 1+00 cu.,�

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Bore under Litt/ewing Dr

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Property Line

.J �-- STA 5+18 End of new line.

Install GV and FLH121 Meter to be set by City of Pawhuska

Existing SSL approx here.

Maintain 25" vertical separation.

STA 3+60 to 3+80: Open cut and case under gravel drive

Approx 518 LF of new 2-inch PVC

CONSTRUCTION NOTES

PVC pipe: SOR 21-30" min. bury Provide thrust blocks or other approved joint restraints at all bends and flush hydrants.

Casings: 6" SOR 11 HOPE

TCarter WLX Plans STAMPED w Revisions.pdf
SKM_C300i25011416050.pdf
Text1: 11/6/24
Text4: 11/21/2024
Text2: 60% Review
Text5: Stamped
Text3: CJW
Text6: CJW
Text7: 11/21/2024
Text8: Stamped
Text9: CJW
Text10:
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Text21:
Text12: 11/21/2024
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Text14: CJW

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