Drawing.pdf

SHEET NO. SUBJECT

SANITATION FACILITIES CONSTRUCTION

PUBLIC LAW 86-121

I.H.S. PROJECT NO. OK21-F49 ELA III

WATER LINE EXTENSION

CANADIAN COUNTY

OCTOBER 2024

1. COVER SHEET & LOCATION MAP

2. NOTES & SYMBOLS

3. OVERVIEW

4. PLAN LAYOUT: STA:0+00 TO STA:6+50

5. PLAN LAYOUT: STA:6+50 TO STA:14+50

6. PLAN LAYOUT: STA:14+50 TO STA:27+32

7. DETAILS 1

8. DETAILS 2

SHEET INDEX

INDIAN

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STATE OF OKLAHOMA

CANADIAN COUNTY

DEPARTMENT OF HEALTH AND HUMAN SERVICES

OKLAHOMA CITY AREA INDIAN HEALTH SERVICE

ENVIRONMENTAL HEALTH AND ENGINEERING

SANITATION FACILITIES CONSTRUCTION

OKLAHOMA CITY OEH&E

PROJECT LOCATION

CALL OKIE

YOU DIG..

BEFORE

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(405) 951-3800

AutoCAD SHX Text Oklahoma City, Ok 73114

AutoCAD SHX Text 701 Market Drive

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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NTS

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OKLAHOMA CITY AREA

AutoCAD SHX Text 1-800-522-6543

S S S S

SSL SSL SSL SSL

SFM SFM SFM SFM

W W W W W W W

S S S

SSL SSL SSL SSL

SFSL SFSL SFSL SFSL SFSL SFSL SFSL SFSL

SFM SFM SFM

WSL WSL WSL WSL WSL WSL WSL WSL

PT

M w

PT

M w

LEGEND

PROPOSED EXISTING GENERAL

SEWER BENCHMARK

SEWER MAIN IRON PIN

SEWER SERVICE LINE CARSONITE MARKER

SEWER FORCE MAIN CONTOUR LINE

SEWER FORCE SERVICE LINE CULVERT

SEWER MANHOLES DIRECTIONAL DRILLING

ONE-WAY CLEANOUT FENCE

TWO-WAY CLEANOUT FIBER OPTIC

SEPTIC TANK GAS, ELECTRIC, TELEPHONE

LIFT STATION LIGHT POLE

DIRECTION OF FLOW INSULATION

POWER POLE

WATER PROPANE TANK

WATER MAIN PROPERTY LINE

WATER SERVICE LINE RIGHT-OF-WAY

GATE VALVES ROAD (DIRT/GRAVEL)

FIRE HYDRANT W/VALVE ROAD (PAVED)

FLUSH HYDRANT W/VALVE ROAD BORING/CROSSING

AIR RELEASE/VACUUM VALVE SIGN

SADDLE W/CORPORATION STOP SOIL BORING

CURB STOP W/BOX SWAMP

INDIVIDUAL PRESSURE RELEASE

VALVE TELEPHONE PED

YARD HYDRANT TRACING WIRE BOX

METER PIT/BOX TREE LINE

IN-GROUND PRESSURE TANK TREE

WELL UTILITY RIGHT OF WAY

FIBEROPTIC WASH CROSSING

GAS RIP RAP

ELECTRIC CONTROL POINT

ELECTRIC PED

FENCE CORNER

GUY / ANCHOR

MONUMENT

MONITORING WELL

TEMPORARY BENCHMARK

TANK

CATV PEDESTALS

FO FO

1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION.

2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE

AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES,

DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES

THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS.

3. EXISTING WATER MAIN IS SDR 21 P.V.C.

4. PROTECT OR RESTORE ALL LOT CORNERS.

5. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION

OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)

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GENERAL NOTES

AutoCAD SHX Text UTILITIES CANADIAN COUNTY WATER AUTHORITY: 16900 SW 36 ST. EL RENO, OK 73036 TELE: (405) 262-8730

AutoCAD SHX Text CONTACTS ENGINEERING: INDIAN HEALTH SERVICE 10321 N 2274 RD. CLINTON, OK 73601 DREW KAY TELE: (580) 331-3492

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TEL

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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NTS

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NOTES & SYMBOLS

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CLINTON FIELD

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CP

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EPED

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MW

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TBM

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COMM

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RENO AVE

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LA

N

D R

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SW 5TH ST

LA

IN

EY

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N

STA 0+00

CONNECT TO EXISTING WATER MAIN

INSTALL:

12" x 6" TAPPING SLEEVE

6" GATE VALVE W/BOX

TRACER WIRE BOX

EXISTING 12" SDR 21 PVC WATER MAIN

STA 20+32 TO 21+28

BORE UNDER ROAD 96 LF

INSTALL:

8" STEEL CASING

STA 26+79

END OF WATER MAIN

INSTALL:

4" FLUSH HYDRANT

TRACER WIRE BOX

STA 9+70 TO 10+51

BORE UNDER ROAD 81 LF

INSTALL:

12" STEEL CASING

STA 23+00 TO 23+30

BORE UNDER ROAD 30 LF

INSTALL:

8" HDPE, DR 11 CASING

STA 24+92 TO 25+22

BORE UNDER ROAD 30 LF

INSTALL:

8" HDPE, DR 11 CASING

JUSTIN NIVIN

YO

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IV

IN

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URA

HOLS

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AUTUMN

BENNETT

IN

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6"

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P

VC

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W / T

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W

IR

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STA 15+94

INSTALL:

6" x 4" REDUCER

4" M.J. D.I. 90° BEND AND

THRUST BLOCK

STA 20+18

INSTALL:

4" M.J. D.I. 45° BEND AND

THRUST BLOCK

4" GATE VAVLE W/BOX

TRACER WIRE BOX

NOTE:

ALL CONSTRUCTION IS TO

BE DONE WITHIN PRIVATE

EASEMENTS THAT ARE 20FT

WIDE AND RUN PARALLEL

WITH THE COUNTY ROAD

RIGHT-OF-WAY. CALL OKIE

YOU DIG..

BEFORE

STA 04+16

INSTALL:

6" ARV

TRACER WIRE BOX

INSTALL 4" M.J. D.I. 22°

BEND AND THRUST BLOCK

INSTALL 4" M.J. D.I. 11°

BEND AND THRUST BLOCK

INSTALL 4" M.J. D.I. 22°

BEND AND THRUST BLOCK

INSTALL 1,085 LF OF 4"

SDR21 PVC WATER MAIN

W/ TRACER WIRE

STA 10+51

INSTALL:

6" M.J. D.I. 90° BEND AND

THRUST BLOCK

STA 9+70

INSTALL:

6" M.J. D.I. 90° BEND AND

THRUST BLOCK

6" GATE VALVE W/BOX

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

AutoCAD SHX Text

OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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OVERVIEW

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CLINTON FIELD

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E

A L

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S E R V I C E

RENO AVE

S R

IC

H

LA

N

D R

D

EXISTING 12" SDR 21 PVC WATER MAIN

STA 0+00

CONNECT TO EXISTING WATER MAIN

INSTALL:

12" x 6" TAPPING SLEEVE

6" GATE VALVE W/BOX

TRACER WIRE BOX

IN

ST

AL

L

1, LF

O F

6"

SD

R

P

VC

W

AT

ER

M

AI

N

W / T

R

AC

ER

W

IR

E

NOTE:

ALL CONSTRUCTION IS TO

BE DONE WITHIN PRIVATE

EASEMENTS THAT ARE 20FT

WIDE AND RUN PARALLEL

WITH THE COUNTY ROAD

RIGHT-OF-WAY.

CALL OKIE

YOU DIG..

BEFORE

STA 04+16

INSTALL:

6" ARV

TRACER WIRE BOX

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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LAYOUT 1

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CLINTON FIELD

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E

A L

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S E R V I C E

S R

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LA

N

D R

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JUSTIN NIVIN

YO

LA

N D

A N

IV

IN

IN

ST

AL

L

1, LF

O F

6"

SD

R

P

VC

W

AT

ER

M

AI

N

W / T

R

AC

ER

W

IR

E

NOTE:

ALL CONSTRUCTION IS TO

BE DONE WITHIN PRIVATE

EASEMENTS THAT ARE 20FT

WIDE AND RUN PARALLEL

WITH THE COUNTY ROAD

RIGHT-OF-WAY. CALL OKIE

YOU DIG..

BEFORE

STA 9+70 TO 10+51

BORE UNDER ROAD 81 LF

INSTALL:

12" STEEL CASING

STA 10+51

INSTALL:

6" M.J. D.I. 90° BEND AND

THRUST BLOCK

STA 9+70

INSTALL:

6" M.J. D.I. 90° BEND AND

THRUST BLOCK

6" GATE VALVE W/BOX

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

AutoCAD SHX Text

CLINTON, OK 73601

AutoCAD SHX Text

10321 N 2274 ROAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

AutoCAD SHX Text

WATER LINE EXTENSION

AutoCAD SHX Text

OK21-F49 ELA III

AutoCAD SHX Text

D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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LAYOUT 2

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CLINTON FIELD

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E

A L

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S R

IC

H

LA

N

D R

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SW 5TH ST

LA

IN

EY

L

N

LA

URA

HOLS

EY

AUTUMN

BENNETT

NOTE:

ALL CONSTRUCTION IS TO

BE DONE WITHIN PRIVATE

EASEMENTS THAT ARE 20FT

WIDE AND RUN PARALLEL

WITH THE COUNTY ROAD

RIGHT-OF-WAY.

CALL OKIE

YOU DIG..

BEFORE

INSTALL 4" M.J. D.I. 22° BEND

AND THRUST BLOCK

INSTALL 4" M.J. D.I. 11° BEND

AND THRUST BLOCK

INSTALL 4" M.J. D.I. 22° BEND

AND THRUST BLOCK

STA 20+32 TO 21+28

BORE UNDER ROAD 96 LF

INSTALL:

8" STEEL CASING

STA 26+79

END OF WATER MAIN

INSTALL:

4" FLUSH HYDRANT

TRACER WIRE BOX

STA 23+00 TO 23+30

BORE UNDER ROAD 30 LF

INSTALL:

8" HDPE, DR 11 CASING

STA 24+92 TO 25+22

BORE UNDER ROAD 30 LF

INSTALL:

8" HDPE, DR 11 CASING

STA 15+94

INSTALL:

6" x 4" REDUCER

4" M.J. D.I. 90° BEND AND

THRUST BLOCK

STA 20+18

INSTALL:

4" M.J. D.I. 45° BEND AND

THRUST BLOCK

4" GATE VAVLE W/BOX

TRACER WIRE BOX

INSTALL 1,085 LF OF 4"

SDR21 PVC WATER MAIN

W/ TRACER WIRE

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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LAYOUT 3

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CLINTON FIELD

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FLUSH HYDRANT DETAIL

NTS

NOTES:

1. Non-freezing, self draining type with a 2.5" bury.

2. Be serviceable from above grade with no digging.

3. Provide 6 cubic feet of 1.5-inch minus gravel as shown for drainage.

4. Outlet: 2-1/2" NST.

5. Provide 6" by 6" by 3.5" concrete support pads as shown.

6. Valve and Valve Box: Conform to section 33 12 16.1038 Public Water Utility Gate Valves.

Valve Pad 2" minus Crushed Rock or Gravel (6 cubic ft min.)

Thrust Block

Valve Box Pad Ground line

4" 45° bend Outlet

4" 90° bend PVC

4" PVC

Resilient seat MJ valve

Compacted Native Backfill

WATER PIPE INSTALLATION

With Imported Bedding

NTS

Compacted Native Backfill

WATER PIPE INSTALLATION

NTS

NOTES:

1. Meet the requirement of title 252. Dept of Env. Quality Chapter 626 Public Water Supply Construction Standards 252.626-19-2(C).

2. Hand excavate bell or coupling hole, so pipe does not rest on the bell or coupling.

3. Install Tracer wire as shown.

4. Hand compact haunching around pipe.

5. Backfill to depth of 12" above top of pipe before mechanically compact.

No Special Bedding Required

12" MAX12" MAX

(Native Backfill)

12" MAX12" MAX

NOTES:

1. Meet the requirement of title 252. Dept of Env. Quality Chapter 626 Public Water Supply Construction Standards 252.626-19-2(a), (b), & (c).

2. Required when rock or stones greater then 1 1

2 " in diameter are present.

3. Over excavate 6" below the pipe invert.

4. Install 6" of ( mechanically compacted) imported class II bedding below bottom of pipe.

5. Install pipe.

6. Backfill to a loose depth of 12" above the pipe crown with imported bedding and mechanically compact.

6"

Rebar

Valve Box Pad 2' by 2' by 3.5"

Valve Pad 12" by 12" by 3.5"

GATE VALVE DETAIL

NTS

Valve Pad

Valve Box

Valve Box Pad

NOTES:

1. Center Valve Box Over Valve Stem

2. Set Lid of Valve Box Flash with Finish Grade

NOTES:

1. Install 3/8" min. rebar as shown.

2. Mark valve size on valve box pad.

3. Mark pipe alignment on valve box pad.

4. Valve pad may be precast or cast-in-place.

5. Inscribed arrows mark the water flow direction.

Rebar

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AutoCAD SHX Text 16.73'

AutoCAD SHX Text 16.73'

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

AutoCAD SHX Text

D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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NTS

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DETAILS 1

CLINTON FIELD

NOTES:

1. Install #16 copper or brass screen between halves of union.

2. See specifications Section 33 12 16.0001 Public Water Utility Distribution Air Relief Valves for air relief valve requirements.

AIR RELIEF VALVE DETAIL

NTS

4 " Corporation Stop

Saddle

Utility vault

Air Relief Valve

4 " Ball Valve

Water Main

1. Through line connection, tee

2. Through line connection, cross used as tee.

3. Direction change, tee elbow.

4. Change line size, reducer.

5. Direction change, tee used as elbow.

6. Direction change, cross used as elbow.

7. Direction change.

8. Through line connection,wye.

9. Direction change vertical, bend anchor.

1. 2. 3.

5.4.

6. 7.

8.

9.

If thrusts due to high pressure are expected, anchor valves below. As vertical bends. anchor to resist outward thrusts.

THRUST RESTRAINT

NTS

NOTE:

1. TERMINATE TRACER WIRE AT

TRACER WIRE ACCESS BOXES AS

SHOWN ON PLAN SET

TRACER WIRE ACCESS BOX

NOT TO SCALE

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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DATE

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REVISIONS

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INIT.

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OF

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(580) 331-3300

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CLINTON, OK 73601

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10321 N 2274 ROAD

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CANADIAN COUNTY WLX

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CHEYENNE & ARAPAHO TRIBE

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WATER LINE EXTENSION

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OK21-F49 ELA III

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D. KAY

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C. CALDWELL

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C. CALDWELL

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D. KAY

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DETAILS 2

CLINTON FIELD