Otoe-Missouria_WL200383_Plans DWGs.pdf

OTOE-MISSOURIA WATER SYSTEM IMPROVEMENTS

SANITATION FACILITIES CONSTRUCTION

OTOE-MISSOURIA TRIBE OF INDIANS, OKLAHOMA

NOBLE COUNTY, OKLAHOMA

IHS PROJECT NO. OK-12-T10

PUBLIC LAW 86-121

MAY 2020

INDIAN HEA

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LOCATION MAP

CALL OKIE

YOU DIG..

BEFORE

Red Rock, Ok

Otoe-Missoura

Tribal office

Water Plant

Power Plant

SHEET NO. SUBJECT

1. COVER SHEET & LOCATION MAP

2. NOTES & LEGEND

3. SITE LAYOUT

4. PLAN & PROFILE: WATER MAIN STA: 0+00 TO 18+00

5. PLAN & PROFILE: WATER MAIN STA: 18+00 TO 32+10

6. DETAILS

7. DETAILS

SHEET INDEXSTATE OF OKLAHOMA

NOBLE COUNTY

DEPARTMENT OF HEALTH AND HUMAN SERVICES

OKLAHOMA CITY AREA INDIAN HEALTH SERVICE

OFFICE OF ENVIRONMENTAL HEALTH AND ENGINEERING

DIVISION OF SANITATION FACILITIES CONSTRUCTION

PAWNEE OEH&E FIELD OFFICE

Permit Number:

Date Received:

WL000052200383

June 24 2020

STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

Construction Permitting Section

June 29 2020

LEGEND

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

WASH CROSSING

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PROPOSED

CALL OKIE

YOU DIG..

BEFORE

GENERAL NOTES

1. THE UTILITIES SHOWN IN THE 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 THE RESPECTIVE UTILITIES. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 72

HOURS PRIOR TO EXCAVATION.

2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. PRIOR TO SUBMITTING A BID, 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.

3. BURY DEPTH OF WATER MAIN AND SERVICES WILL BE BASED ON PROPOSED DITCH GRADES

AND NO LESS THAN 30 INCHES.

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)

6. IN ACCORDANCE WITH OAC 252-626-19-2(e), TEST THE INSTALLED PIPE LEAKAGE IN ACCORDANCE

WITH AWWA STANDARD SPECIFICATIONS. LEAKAGE MUST NOT EXCEED 10 GAL/INCH DIAMETER

PER MILE PER 24 HOURS AT 150 PSI TESTING PRESSURE.

UTILITIES

Kingston Pipestem

Otoe-Missouria PWA

PHONE: (580) 723-4466 x 221

Jonathan Hayley

Otoe-Missouria Operator

PHONE: (580) 304-6819

CONTACTS

DESIGN ENGINEER:

Caylen Willingham E.I.T.

ADDRESS: 1201 Heritage Circle

Pawnee, Oklahoma 74058

PHONE:(918) 762-6582

EMAIL: caylen.willingham@ihs.gov

SENIOR ENGINEER:

Patty S. Thompson P.E.

ADDRESS: 1201 Heritage Circle

Pawnee, Oklahoma 74058

PHONE: (918) 762-6588

EMAIL: patty.thompson@ihs.gov

CONTRACTING:

Jeffrey Earnest

Oklahoma Area Indian Health Service

701 Market Drive

Oklahoma City,OK 73114

PHONE: (405) 951-3740

EMAIL: jeffrey.earnest@ihs.gov

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STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

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32+00

32+10

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Water Meter

Water Plant

Water Meter

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INDIAN HEA

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CALL OKIE

YOU DIG..

BEFORE

Scale 1" = 200'

Windmill Rd

Windmill Rd

H i g h w a y

O-M Trust

O-M Trust

O-M Trust

Barry Lane

B a r r y

L a n e

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O-M Cemetery

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P l a z a

O o l i c e

S t a t i o n

O-M Housing

StandPipe

O-M Water

Treatment Plant

STA:0+00 to 1+30

Road Bore

STA:20+37 to 20+67

Creek Crossing

STA:29+90 to 30+09

Open Cut Driveway

O t o e

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STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

28+73

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35'

34'

67'

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H y d r a n t

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Y a r d

H y d r a n t

130'

42'

54'

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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

Bore & install 132' of

12" Steel casing

4' min

ROAD BORE DETAIL

NTS

6" PVC SDR 21

5' min

130'

R

E s t c o n n e c t i o n p o i n t

54'34' 42'

4' min

R s t

INDIAN HEA

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Scale 1" = 100'

CALL OKIE

YOU DIG..

BEFORE

CONSTRUCTION NOTES

-PVC pipe: 30" min. bury

-Centerline of water line as field staked.

-Provide concrete thrust blocks or other approved joint restraints at all bends and flush hydrants.

-Road crossings: 5' min. cover from edge of road to edge of road and 4' min. cover at ditch lines.

-Install casing by bore method

-Casings: 12" Steel with 0.25" wall thickness.

Proposed 3210 LF of 6" PVC SDR 21 Water Line

P r o p o s f t n e

STA: 0+00

Begin New Water Main

Connect to existing 6" WM by tapping sleeve and valve

STA:0+00 to 1+30

Bore under road

(One lane should be open at all times)

STA: 0+00

Begin New Water Main

Connect to existing 6"

WM

by tapping sleeve and Valve

S T

A t o

B o r e u n d e r r o a d

O n e l a n e s h o u l d b e o p e n a t a l l t i m e s

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Sheet 5

O-M Trust

O-M Trust

C e m e t e r y

US 177

O-M Travel Plaza/Shell Station

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R e l i e f

V a l v e

STA: 14+50

Air Relief Valve

Top

Side

6" PVC

6" PVC

6" PVC

6" GV

6" GV

Vent

Vent

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STA: 1+82

90° bend

S T

A b e n d

O t o e

M i s s o u r

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6" PVC

6" PVC

STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

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18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50

INDIAN HEA

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Scale 1" = 60'

CALL OKIE

YOU DIG..

BEFORE

CONSTRUCTION NOTES

-PVC pipe: 30" min. bury

-Centerline of water line as field staked.

-Provide concrete thrust blocks or approved joint restraints at all bends and flush hydrants of other approved joint restraints.

-Road crossings: 5' min. cover from edge of road to edge of road and 4' min. cover at ditch lines.

-Install casing by bore method

-Casings: 12" Steel with 0.25" wall thickness.

Proposed 3210 LF of 6" PVC SDR 21 Water Line

STA: 32+10

End of New Water Main

6" Gate Valve connect to existing WM

S T

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I n s t a l l

A i r

R e l i e f v a l v e

Sheet 4

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P r o p o s f t n e

O-M Trust

O-M Trust

Barry Lane

B u f f a l o

L n

S T

A

E n d o f

N w t e r

M a i n

G a t l v c n n e c t t x i s t i n g

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STA: 31+74

90° bend

S T

A b e n d

STA: 29+90 to 30+10

Open cut and case drive

S T

A t o

O p e n

C u t a n d c a s e d r i v e

S T

A t o

B o r e u n d e r

C r e e k

STA: 20+37 to 20+67

Bore under creek

O-M Police

Station

S T

A

G V

Valve

Box

4" GV

System

4x4x4 Tee

Unknown

Tower

STA: 29+50

Install Air Relief Valve

S T

A

S a m p l i n g s t a t i o n m a n h o l e w i t h

G a t e

V a l v e

STA: 20+37

GV

STA: 20+67

Sampling Station

Manhole with GV

6x4 reducer

STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

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

54" 4000 PSI

FLANGED GATE VALVE WITH TWO FUSIBLE HDPE ADAPTERS

WATERLINE SAMPLING STATION MANHOLE

REINFORCED CONCRETE

MANHOLE

WATERLINE PER PLAN

NTS

42" 3500 PSI

REINFORCED CONCRETE

DONUT BASE

(1) #5 REBAR 48" HOOP WITH 12" OVERLAP &

(1) #5 REBAR 72" HOOP WITH 12" OVERLAP

SOLID COVER

COVER ASSEMBLY

6"

DRILL

" HOLE FOR

TRACER WIRE INSERTION

(TYPICAL OF TWO)

" BRASS SPIGOT W/ HANDLE

" X

" FXF BRASS BRUSHING

" BRASS ELBOW

" X 10" BRASS NIPPLE

" BRASS COUPLING

FORD F500-3-NL CORPORATION STOP

SMITH BLAIR 315 SERVICE SADDLE,

MAIN X

" NPT (TYPICAL OF TWO)

#12 INSULATED THHN

SOLID COPPER WIRE, LAID

ADJACENT TO PIPE,

PROVIDE 3 FT. LOOPED

WIRE INSIDE OF MANHOLE.

(TYPICAL)

18" 18"

12" MIN. POURED AGAINST

UNDISTURBED EARTH

30" MIN.

6" MIN. ODOT CLASS "B"

BEDDING MATERIAL ABOVE PIPE

6" MIN. ODOT CLASS "B"

BEDDING MATERIAL BELOW PIPE

6"

16.73'

16.73'

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

12"

12"

MANHOLE BASE & COLLAR

Not to Scale

No. 4

48"

24-inch dia.

66" min.

rebar rebarNo. 4

Base

Collar

@6" on center

INDIAN HEA

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CALL OKIE

YOU DIG..

BEFORE

STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.

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" MAX

12" MAX

(Native Backfill)

MIN

GRAVEL

GRAVEL ROAD/ DRIVEWAY

CROSSING

NOTES:

1. Meet the requirements of Title 252. Dept of Env. Quality Chapter 626 Public Water

Supply Construction Standards 252.626-19-2(a) & (b).

2. Required when rock or stones greater then 1

" 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.

7. Backfill with gravel (

" max. size) and mechanically compact.

match existing gravel surface.

12" MAX

12" MAX

EXISTING

GRAVEL

THICKNESS

Compacted

Native Backfill

WATER PIPE INSTALLATION

With Imported Bedding

NTS

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).

2. Required when rock or stones greater then 1

" 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.

12" MAX

12" MAX

MIN

NOTES:

1. Locate riser at location shown on drawings.

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

3. See specifications Section 33 12 16.0001

Public Water Utility Air Relief Valves for air relief valve requirements.

AIR RELIEF VALVE DETAIL

NTS

" Type M copper slope 1% upward

" Corporation Stop

Saddle

Utility vault

Slope as shown

6' Long tee post

Stainless steel hose clamp

Riser

Type M copper slope up to riser at 1%

Air relief valve

" Ball Valve

Concrete pad 6" x 6" x 3.5"

Washed gravel

" Ball Valve

Gooseneck

Brass union

12" min.

Nipple and cap

Elbow

6" min.

creek bottom pipe tied to block w/ No. rebar

STREAM CROSSING

2' min.

6" HDPE 7

Not to Scale

INDIAN HEA

L

TH

SERV I CE

1 9

CALL OKIE

YOU DIG..

BEFORE

STATE OF OKLAHOMA

Department of Environmental Quality

APPROVED

Rocky W. Chen, P.E.

Water Quality Division

Arya Simon, P.E.