J02 Stephan Booster WM_Plans.pdf

PDF 8 MB Posted

Attached to
Stephan Booster Station & WM Replace Federal contract opportunity
Solicitation number
75H70125R00046
Issued by
Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI ·

These technical plans detail the Stephan Booster Station and Water Main Replacement project for the Crow Creek Reservation in South Dakota. The 22-page engineering document includes comprehensive design specifications for constructing a new booster station and replacing approximately 9,900 linear feet of water main infrastructure. Key technical elements include:

The project involves installing a new booster station with specific components such as a 45 kW generator, 1000 gallon propane tank, concrete pad, chain-link fencing, and associated water main connections. Design drawings provide detailed plans for site layout, grading, station configuration, water line routing, thrust blocks, gate valves, hydrants, tracer wire systems, and erosion control measures. The project is located between Fort Thompson and Stephan, South Dakota, and will replace existing water infrastructure on the Crow Creek Reservation, with construction expected to occur over 365 days and estimated to cost between $1-5 million.

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Other files for this federal contract opportunity

Other files attached to Stephan Booster Station & WM Replace, newest first.
File Type Posted
J03 Stephan Booster WM_Specs.pdf PDF
J04 Map of Project Location.pdf PDF
J01 SOW SBSWM Repl.pdf PDF
J08 Company Specialized Experience Form Construction.pdf PDF
J07 IHS IEE Representation Form.pdf PDF
J05 Wage Det SD20250007 14Mar2025.pdf PDF
J06 Self Performed Calculation Sheet.docx DOCX document
J09 Past Performance Questionnaire.docx DOCX document

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1. COVER SHEET & LOCATION MAP

2. NOTES & LEGEND

3. PROJECT LAYOUT

4. - 7. PLAN AND PROFILE (0+00 - 99+12)

8. BOOSTER STATION EXISTING SITE LAYOUT

9. BOOSTER STATION GRADING PLAN

10. BOOSTER STATION PLAN VIEW

11. BOOSTER STATION SECTION VIEW

12. BOOSTER STATION DETAILS

13. - 14. BOOSTER STATION GENERATOR DETAILS

15. - 19. TYPICAL DETAILS

20. - 21. FENCE DETAILS

22. EROSION CONTROL BLANKET - SLOPE DETAIL

SHEET INDEX

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SANITATION FACILITIES CONSTRUCTION

CROW CREEK RESERVATION, SOUTH DAKOTA

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

PUBLIC LAW 86-121

I.H.S. PROJECT NO'S. GP-21-Z28 & GP-23-T29

SITE MAP LOCATION MAPSITE MAP

TO HIGHMORE

TO PIERRE

TO WESSINGTON SPRINGS

CROW CREEK

COMMUNITY

FT. THOMPSON

COMMUNITY

STEPHAN

HIGH SCHOOLBIG BEND

COMMUNITY

TO RELIANCE

L A K E S H A R P E

H U

G H

ES

C

O

H

YD

E C

O

HYDE CO.

BUFFALO CO.

LYMAN CO.

MAC'S

CORNER

SHELBY

BIG BEND DAM

W W

X

X

X

X

W W

W W

W W

W W

SD

H

W Y-

BOOSTER STATION

LOCATION

INSTALL

6" DR-14 C900 (305 PSI)

PVC WATER MAIN

EXISTING 6" SDR-17

(250 PSI) PVC WATER

MAIN

EXISTING 6" SDR-21

PVC WATER MAIN

FT

. T

H O

M

PS

O N

PROJECT

LOCATION

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OFFICE OF ENVIRONMENTAL

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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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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S. HYDE 12.24

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STEPHAN_DS_DETAILS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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COVER SHEET & LOCATION MAP

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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 RIP RAP

CONTROL POINT

ELECTRIC PED

GUY / ANCHOR

MONUMENT

MONITORING WELL

TEMPORARY BENCHMARK

CATV PEDESTALS

OVERHEAD POWER

STORM WATER INLET

MANHOLE

CHAINLINK FENCE

S

SSL

SFM

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S

SSL

SFSL SFSL

SFM

WSL WSL

FO

MW

X

OH

o w

PT

M

W

M

PT

T

TV

STM

GENERAL NOTES

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. COMPACTION REQUIREMENTS FOR MAINS AND SERVICE LINES INSTALLED IN THE PROPOSED

ROADWAY MUST MEET ROAD RESTORATION REQUIREMENTS (SEE SECTION 02705).

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. TRAFFIC FLOW MUST BE MAINTAINED DURING DURATION OF PROJECT. TEMPORARY SIGNING

AND BARRICADES SHALL BE USED IN ACCORDANCE WITH SOUTH DAKOTA DEPARTMENT OF

TRANSPORTATION (SDDOT) STANDARDS.

7. THE COORDINATES AND ELEVATIONS SHOWN IN THESE PLANS ARE BASED ON THE SOUTH

DAKOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD 83/(CONUS)); EPOCH 2002;

GEOID 99; US SURVEY FOOT.

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PUBLIC LAW 86-121

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FILE NAME:

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OFFICE OF ENVIRONMENTAL

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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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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S. HYDE 12.24

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STEPHAN_DS_DETAILS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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NOTES AND LEGEND

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W

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SHT- 4 STA. 0+00-28+00

SHT- 5 STA. 28+00-56+00

SHT- 6 STA. 84+00-99+12

SHT- 5 STA. 56+00-84+00

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S. HYDE 12.24

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STEPHAN_DS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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PROJECT LAYOUT

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HORIZONTAL SCALE: 1" = 200'

VERTICAL SCALE: 1" = 20'

SEE SHTS 11 & 12 FOR BOOSTER STATION

DETAILS

SEE SHTS 15 - 19 FOR GATE VALVE, ARV, CURB

STOP, METER PIT, HYDRANT, AND

TRACER WIRE DETAILS

ALL BENDS W/MJ FITTINGS TO HAVE RETAINER

GLANDS AND THRUST BLOCKS

INSTALL 6" GATE

VALVE W/BOX

INSTALL 6" DR-14 C900

(305 PSI) PVC WATER

MAIN

EXISTING GRADE

STA. 27+00

INSTALL ARV

INSTALL 6" GATE

VALVE W/BOX

STA. 2+30 INSTALL

BOOSTER STATION

EXISTING GRADE

SD HWY- 34TO FT. THOMPSON

UNDERGROUND

ELECTRICAL

FIBER OPTIC

EXISTING 6" D.I. WATER

MAIN (TO BE ABANDONED)

INSTALL 6" DR-14 C900

(305 PSI) PVC WATER

MAINOVER HEAD

POWER

STA. 27+00

INSTALL ARV

7' MIN. BURY

INSTALL APPROX. 226' OF

6" SDR-21 PVC WATER MAIN

INSTALL 6" GATE

VALVE W/BOX

INSTALL ALPHA

COUPLING

EXISTING 6" SDR-21

PVC WATER MAIN

INSTALL 6" SDR-21

PVC WATER MAIN

INSTALL 6" GATE

VALVE W/BOX

INSTALL 6" x 6" x 6"

MJ TEE, W/FOSTER

ADAPTER

INSTALL 6" SDR-21

PVC WATER MAIN

SCALE: N.T.S.

STA. 0+00 CONNECTION

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INSTALL TRACER

WIRE BOX

STA. 30+00

INSTALL TRACER

WIRE BOX

STA. 10+00

INSTALL TRACER

WIRE BOX

STA. 20+00

INSTALL TRACER

WIRE BOX

CAP EXISTING WATER MAIN

AND INSTALL THRUST BLOCK

INSTALL THRUST

BLOCK

INSTALL 6" SDR-21

PVC WATER MAIN

EXISTING BOOSTER STATION

(TO BE ABANDONED)

INSTALL 6" GATE

VALVE W/BOX

STA. 2+30

INSTALL BOOSTER

STATION

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REVISIONS

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FILE NAME:

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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PROJ ENG:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S. HYDE 12.24

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STEPHAN_DS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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C. SNELL 1.25

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INCREASE BURY DEPTH GREATER THAN 7' BURY

TO MAINTAIN POSTIVE GRADE

STA. 65+00 - 73+00

STA. 71+81

APPROX. LOCATION OF EXISTING

WATER SERVICE LINE. CONTRACTOR

TO FIELD VERIFY AND RECONNECT

EXISTING

CURBSTOP

STA. 60+37

APPROX. LOCATION OF EXISTING

WATER SERVICE LINE. CONTRACTOR

TO FIELD VERIFY AND RECONNECT

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HEALTH & ENGINEERING

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=200'

AutoCAD SHX Text

P&P STA. 56+00 - 84+00

AutoCAD SHX Text

X X X X X X X X X X X X X X X X X X X X X X X X X

OH

OH

OH

OH

OH

OH

OH

OH

OH

W W W W W W W W W W W

W W W W W W W

W W

W W

W W

W W

W W

W

E E E E E

E E

E E

E E

E E

E

E E

84+00 86+00 88+00 90+00 92+00 94+00 96+00 98+00 99+12

W W

W

W

W

W

W W

W W W

7' MIN. BURY

STA. 96+00

INSTALL ARV

STA. 99+12

CONNECT TO EXISTING WATER MAIN

(SEE THIS SHT FOR DETAIL)

INSTALL 6" DR-14 C900

(305 PSI) PVC WATER MAIN

EXISTING GRADE

INSTALL 6" DR-14 C900

(305 PSI) PVC WATER MAIN

SD HWY- 34

TO FT. THOMPSON

UNDERGROUND

ELECTRICAL EXISTING 6" D.I.WATER

MAIN (TO BE ABANDONED)

EXISTING 6" CL.

250 PVC WATER

MAIN

OVER HEAD

POWER

STA. 96+00

INSTALL ARV

SCALE: N.T.S.

STA. 99+12 CONNECTION

STA. 99+12

CONNECT TO EXISTING WATER MAIN

(SEE THIS SHT FOR DETAIL)

INSTALL 6" x 6" x 6"

MJ TEE, W/FOSTER

ADAPTER

INSTALL FIRE

HYDRANT

INSTALL 6" GATE

VALVE W/BOX

EXISTING 6" CL.

250 PVC WATER

MAIN

INSTALL 6" SDR-21

PVC PIPE

INSTALL 6" DR-14

(305 PSI) PVC PIPE

INDIAN H

EA

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1 9

INSTALL FIRE HYDRANT

W/GATE SEE (SHT-16 FOR

DETAIL)

INSTALL 6" GATE

VALVE W/BOX

M A

TC

H

L

IN

E

SH

T-

STA. 90+00

INSTALL TRACER

WIRE BOX

INSTALL ALPHA

COUPLING

AutoCAD SHX Text

TW

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TW

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JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=200'

AutoCAD SHX Text

P&P STA. 84+00 - 99+12

AutoCAD SHX Text

W W

W W

X X

X

XX

O H

O H

O H

W W

W W

W W

E E

E E

E E

X X

X X

X X

X X

X X

X X

X X

X X

X

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

SD

H

W Y-

TO

F

T.

T

H O

M

PS

O N

UNDERGROUND

ELECTRICAL

FIBER OPTIC

EXISTING 6" SDR-21

PVC WATER MAIN

OVER HEAD

POWER

EXISTING 6" GATE VALVE

(TO BE ABANDONED)

EXISTING 6" D.I. WATER

MAIN (TO BE ABANDONED)

EXISTING BOOSTER STATION

AND ELECTRICAL DISCONNECT

(TO BE ABANDONED)

SCALE: 1" = 50'

BOOSTER STATION EXISTING SITE LAYOUT

INDIAN HE

A

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S ERV I CE

1 9

EXISTING BOOSTER STATION

FENCE TO BE REMOVED

AutoCAD SHX Text

EPED

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"= 50'

AutoCAD SHX Text

BOOSTER STATION EXISTING SITE LAYOUT

AutoCAD SHX Text

X X X

X X

X

XXXX

OH OH OH OH OH

W W

W W

W

W

W

W

W

W

WWWWWWW

W W

W W

W W

W

E E

E E

E E

E E

X X

X X

X X

X X

X X

X X

X X

X X

X

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

E E E

E

E

E

W W

W W

W

CONTRACTOR TO INSTALL EROSION CONTROL

BLANKET ON ALL SLOPES 6:1 OR GREATER

CONTRACTOR TO FIELD VERIFY EXISTING WATER

MAINS & WATER SERVICE LOCATIONS

INSTALL APPROX. 180' OF ELECTRICAL SERVICE

TO BOOSTER STATION PER NEC CODE

STA. 0+00 CONNECTION TO EXISTING 6"

WATER MAIN SEE SHT-4 FOR DETAIL

BOOSTER STATION CONNECTION SEE SHT-11

BOOSTER STATION PLAN VIEW & DETAILS SEE

SHTS 9-12

SEE SHTS 16-19 FOR GATE VALVE, ARV, CURB

STOP, METER PIT, HYDRANT, AND TRACER WIRE

DETAILS

ALL BENDS W/MJ FITTINGS TO HAVE RETAINER

GLANDS AND THRUST BLOCKS

INSTALL APPROX. 180' ELECTRICAL

SERVICE TO PER NEC CODE

INSTALL 6" DR-14 C900

(305 PSI) PVC WATER

MAIN

INSTALL 6" GATE

VALVE W/BOX

SEE CONNECTION

DETAIL SHT-4

TOP OF PAD EL. = 1475.00

(SEE SHT-11 FOR FINISHED

GRADE)

EXISTING BOOSTER STATION

(TO BE ABANDONED)

EXISTING 6" D.I. WATER

MAIN (TO BE ABANDONED)

EXISTING 6"

GATE VALVE

OVER HEAD

POWER

FIBER OPTIC

SLOPE TO BE 6:1

TO DAYLIGHT

INSTALL APPROX. 226' OF

6" SDR-21 PVC WATER MAIN

SD

H

W Y-

TO

F

T.

T

H O

M

PS

O N

EXISTING 6" SDR-21

PVC WATER MAIN

EXISTING ACCESS

TRAIL TO EXISTING

BOOSTER STATION

CONTRACTOR TO PROVIDE

GRAVEL ACCESS TO NEW

BOOSTER STATION

(APPROX. 70 C.Y.'S OF GRAVEL)

45'-0"

39'-0"

BOOSTER STATION GRADING PLAN

SCALE: 1" = 20'

INDIAN H

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ELECTRICAL SERVICE TO BE

UPGRADED. CONTRACTOR TO

CONTACT CENTRAL ELECTRIC

TO COORDINATE INSTALLATION

INSTALL 45° ELBOW

W/THRUST BLOCK

INSTALL 45° ELBOW

W/THRUST BLOCK

NOT TO SCALE

TYPICAL ACCESS ROAD CROSS SECTION

3" GRAVEL SURFACING

2% SLOPE FROM CROWN

10'-0"

Cut/Fill Summary Name

Surface7

Totals

Cut Factor

1.000

Fill Factor

1.000

2d Area

5278317.72 Sq. Ft.

5278317.72 Sq. Ft.

Cut

0.58 Cu. Yd.

0.58 Cu. Yd.

Fill

92.48 Cu. Yd.

92.48 Cu. Yd.

Net

91.90 Cu. Yd.<Fill>

91.90 Cu. Yd.<Fill>

NOTE: NEW ELECTRICAL SERVICE

DISCONNECT TO BE INSTALLED

WITHIN THE FENCED AREA OF

THE PROPOSED BOOSTER STATION

COMPACT GRAVEL TO 95%

OF STANDARD PROCTOR

REMOVE VEGETATION,SMOOTH

SURFACE, WET AND COMPACT TO

95% OF STANDARD PROCTOR

PRIOR TO GRAVELPLACEMENT

NOTE: PLACE AND COMPACT 3"

GRAVEL SURFACE TO EXISTING

GROUND

EXISTING GROUND

INSTALL 15' OF 12" CMP CULVERT

PIPE W/FLARED ENDS

INSTALL GRAVEL ROAD BACK

TO APPROACH OF SD HWY - 34

(APPROX. 631' OF GRAVEL ROAD)

AutoCAD SHX Text

EPED

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_BSTR_GRADING

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PRO. NO'S GP-24-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text

BOOSTER STATION GRADING PLAN

AutoCAD SHX Text o o o oooooooooooooo o o o o o o o o o o o o o o o o o o o o o o o o o o o oW W W W

E

E

E

E E

E

E

E

G G G o o

PROPOSED BOOSTER

STATION

FG. EL. 1475.25

BOOSTER STATION

ENTRY DOOR

(STAIRWAY)

45 kW

GENERATOR

1000 GAL.

PROPANE

TANK

BOOSTER STATION PLAN VIEW

SCALE: 1" = 5'

INSTALL 3" OF 1" - 1-1/2" CRUSHED

ROCK W/10 MIL POLY SHEETING

UNDERLAYMENT TO 2' OUTSIDE

FENCE

INSTALL CHAIN LINK

FENCE

INSTALL LANDSCAPE

EDGING

2'-0"

INSTALL CONCRETE

SPLASH PAD (SEE

SHT-15 FOR DETAIL)

INSTALL 6" GATE

VALVE W/BOX

INSTALL 1-1/4" SCH-40 PVC

SUMP DISCHARGE PIPING

INSTALL ALPHA RESTRAINT

COUPLINGINSTALL ALPHA

RESTRAINT COUPLING

14' x 14' x 1' CONCRETE

PAD (SEE SHTS 11-12 FOR

REBAR SIZE AND SPACING)

BOOSTER STATION

(SEE SHTS 11-12 FOR

DETAILS)

INSTALL 8" CONCRETE PAD

W/DOUBLE MAT #5 REBAR 12"

O.C. INSTALL 12" OF COMPACTED

GRAVEL BELOW PAD

INSTALL & BURY GAS LINE

(VAPOR) TO GENERATORSEE SHTS-13 & 14 FOR GENERATOR

AND CONCRETE PAD DETAILS

INSTALL ELECTRICAL SERVICE

PER NEC CODE

INSTALL TRANSFER

SWITCH (SEE SHT-14

FOR DETAIL)

INSTALL CHAIN LINK

FENCE

INSTALL LANDSCAPE

EDGING

2'-0"

INDIAN H

E

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S ERV I CE

INSTALL SCADA

ANTENNA

18'-0"

5'-5"

12' DOUBLE

GATE

41'-0"

45'-0"

36'-0"39'-0"

CONTRACTOR TO FIELD VERIFY EXISTING WATER

MAINS & WATER SERVICE LOCATIONS

INSTALL APPROX. 180' OF ELECTRICAL SERVICE

TO BOOSTER STATION PER NEC CODE

BOOSTER STATION CONNECTION SEE SHT-11

BOOSTER STATION PLAN VIEW & DETAILS SEE

SHTS 9-12

SEE SHTS 16 -19 FOR GATE VALVE, ARV, CURB

STOP, METER PIT, HYDRANT, AND TRACER WIRE

DETAILS

SEE SHTS 20-21 FOR FENCE DETAILS

ALL BENDS W/MJ FITTINGS TO HAVE RETAINER

GLANDS AND THRUST BLOCKS

INSTALL SERVICE DISCONNECT

INSIDE THE FENCED AREA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELLL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

BOOSTER_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PRJOECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=5'

AutoCAD SHX Text

BOOSTER STATION PLAN VIEW

AutoCAD SHX Text

BOOSTER SECTION VIEW

NOT SCALE

14'-0"

12" OF STRUCTUAL FILL

(SEE SPECIFICATION 05220)

14' x 14' x 1' CONCRETE

PAD

6" SDR-21 PVC WATER

MAIN SUCTION SIDE

ALPHA COUPLING

6" DR-14 C900 (305 PSI)

PVC WATER MAIN DISCHARGE

SIDE

ALPHA COUPLING

BILCO S-50

HATCH

BILCO L-50 ENTRY

HATCH (STAIRWAY)

3" OF 1" - 1-1/2" CRUSHED ROCK

W/10 MIL POLY SHEETING

UNDERLAYMENT

F.G. EL.= 1475.25

EL.= 1466.00'

PROPOSED BOOSTER

STATION

INSTALL 6" GATE

VALVE W/BOX

INDIAN H

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TH

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1 9

SHTS 10 & 12 FOR ADDITIONAL BOOSTER

STATION DETAILS

SEE SHTS 16 - 19 FOR GATE VALVE, ARV, CURB

STOP, METER PIT, HYDRANT, AND

TRACER WIRE DETAILS

CONCRETE PAD REBAR SPACING TO BE

1' O.C. HORIZ. AND 8" O.C. VERT. BETWEEN

REBAR MATS

ALL BENDS W/MJ FITTINGS TO HAVE RETAINER

GLANDS AND THRUST BLOCKS

TOP OF PAD

EL.= 1475.00'

2"

2" 12"

2"

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELLL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

BOOSTER_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PRJOECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=5'

AutoCAD SHX Text

BOOSTER STATION SECTION VIEW

AutoCAD SHX Text

INDEX

1. STEEL CHAMBER

2. BILCO L-50 ENTRANCE HATCH

W/STAIR ENTRY

3. BILCO S-50 HATCH

4. PUMPS & MOTORS GRUNDFOS CR32-6

25 H.P. 3500 RPM, 480V/240V/3PH/60HZ

5. 3" OF POLYURETHANE CHAMBER INSULATION

6. IMPRESSED CURRENT CATHODIC PROTECTION

7. 6" DISCHARGE CONNECTION

8. 6" SUCTION CONNECTION

9. 6" BUTTERFLY VALVE

10. 3" BUTTERFLY VALVE

11. 2" BUTTERFLY VALVE

12. 3" CHECK VALVE

13. 3" MAGNETIC FLOW METER

14. 2" PRESSURE RELIEF VALVE

15. COUPLINGS

16. 480 VOLT POWER PANEL

17. SINGLE PHASE LOAD CENTER

18. CONTROL PANEL

19. VARIABLE SPEED DRIVES

20. LED INTERIOR LIGHTS

21. HEATER

22. SUMP PUMP & WELL W/DISCHARGE PIPING AND VALVES

23. DEHUMIDIFIER

24. VENTILATION SYSTEM

25. 12" STRUCTUAL FILL MOISTURE CONDITIONED AND

COMPACTED TO 95% OF STANDARD PROCTOR

(SEE SPECIFICATION 05220)

26. 14' x 14' x 1' CONCRETE PAD W/DOUBLE MAT #5 REBAR

1' O.C. W/8" VERTICAL SPACING

27. STAIR ENTRY SYSTEM

END VIEW

NOT TO SCALESECTION VIEW

NOTE TO SCALE

PLAN VIEW

NOT TO SCALE

2 3

7 8

20 20

6 6

14'-0"

14'-0"

ELECTRICAL

PANEL

ENTRANCE COUPLING

12" FROM CEILING

DROP LEG TEE

3"

3"

6" 5" 5"

2" x 2" x 3/8"

HOLDING PLATE

RUBBER INSULATOR / BUSHING

3/4" ANCHOR BOLTS

10" MIN.

8" CHANNEL

12" MIN.

0-100 PSI

SUCT. PRESSURE

GAUGE

PRESSURE

TANSMITTER

0-400 PSI DISCHARGE

PRESSURE GAUGE

PRESSURE

TANSMITTER

TUBING

BALL

VALVE

SUCTION

HEADER

DISCHARGE

HEADER

BALL

VALVE

TUBING

DRAIN

COCK

DRAIN

COCK

RETENTION DETAIL

SUCTION/DISCHARGE

PRESSURE GAUGE

TRANSMITTER DETAIL

PIPE SUPPORT

DETAIL

3" 3"

13'-0 DIA.

EL.= 1475.25

INDIAN H

EA

L

TH

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1 9

SEC. A-A

A

A

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELLL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

BOOSTER_DS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PRJOECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

NTS

AutoCAD SHX Text

BOOSTER STATION DETAILS

AutoCAD SHX Text

** GRAVEL FILL GRADATION

SIEVE SIZE PERCENT PASSING

1 - INCH

3/4 - INCH

90 - 100

3/8 - INCH 20 - 55

NO. 4 0 - 10

NO. 8 0 - 5

** COMPACT IN 6" LIFTS TO 90% OF

STANDARD PROCTORCONCRETE PAD - PLAN / SECTION VIEW

NOT TO SCALE

TOP VIEW

NOT TO SCALE

RIGHT SIDE VIEW

NOT TO SCALE

LEFT SIDE VIEW

NOT TO SCALE

INLET VIEW

NOT TO SCALE

OUTLET VIEW

NOT TO SCALE

3'-4"

2'-0"

DISTANCE REQ'D

TO OPEN DOORS

2'-0"

DISTANCE REQ'D

TO OPEN DOORS

AIR INTAKES

RADIATOR FILL

ACCESS

AIR EXHAUST

DISCHARGE AREAS

AIR FLOW

SERVICE

DOOR

SERVICE

DOOR

SERVICE

PANEL

4X LATCH

6"

1'-9"

10'-8"

SERVICE

PANEL

SERVICE

DOOR

SERVICE

DOOR

2'-0" 2'-4" 2'-4" 1'-4"

4'-10"

10'-8"

12'-8"

12"

3'-4" 5'-4"

12"

AIR FLOW

8"

12"

2" 4"

2"

CONCRETE PAD W/DOUBLE

MAT #5 REBAR 12" O.C.

NOTE: ANCHOR GENERATOR TO CONCRETE PAD

PER MANUFACTURER'S RECOMMENDATONS

CONCRETE PAD W/DOUBLE

MAT #5 REBAR 12" O.C.

INDIAN H

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2"

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DATE

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INIT.

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELLL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S HYDE 12.24

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STEPHAN_GENERATOR_DTLS

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A. WILLIAMS

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IHS PRJOECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NOT TO SCALE

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BOOSTER STATION GENERATOR DETAILS SHT-1

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JASON A. PETERSEN

6'-0"

3'-6"

4" DIA. SS40 GLAVANIZED

STEEL TUBING W/POST

TOPS

TRANSFER SWITCH

PANEL

12" DIA.

TRANSFER SWITCH MOUNT DETAIL

NOT TO SCALE

POST TO BE ENCASED

IN CONCRETE

10'-8"

12'-8"

3'-4"5'-4" ELECTRICAL KNOCK-OUTS PER

MANUFACTURER'S RECOMMENDATIONS

GENERATOR ENCLOSURE

OUTLINE8" THICK CONCRETE PAD

(SEE THIS SHT FOR REBAR

LAYOUT)

GENERATOR PAD

NOT TO SCALE

12" #5 REBAR

DOUBLE MATT #5 REBAR

W/4" VERTICAL SPACING

8" THICK CONCRETE

PAD

12"

2"2"

ELECTRICAL KNOCK-OUTS PER

MANUFACTURER'S RECOMMENDATIONS

REBAR LAYOUT - GENERATOR PAD

NOT TO SCALE

INDIAN H

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DATE

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REVISIONS

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INIT.

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SCALE:

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELLL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S HYDE 12.24

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STEPHAN_GENERATOR_DTLS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

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IHS PRJOECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NOT TO SCALE

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BOOSTER STATION GENERATOR DETAILS SHT-2

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JASON A. PETERSEN

12" TO 24" PLUS PIPE

DIAMETER

12" MAX.

6" MIN.

12"

1/2 PIPE

DIAMETER

4"

BACKFILL

UNDISTURBED SOIL

BOTTOM OF TRENCH

ROUNDED 14 PIPE

CIRCUMFERENCE

HAND COMPACT INITIAL

BACKFILL IN 6" LIFTS

SLOPE OR SHORE AS

REQUIRED PER OSHA

CLEAN SAND, SANDY

GRAVEL OR FINE

GRAVEL

NOTES:

1. EXCAVATION, TRENCHING, AND BACKFILL SPECIFIED IN SECTION 02315.

2. KEEP LOWER 4' OF TRENCH VERTICAL WHEN POSSIBLE. UPPER PART OF

TRENCH MAY VARY IN WIDTH TO COMPENSATE FOR UNSTABLE SOIL.

3. USE IMPORTED BEDDING MATERIAL WHEN EXISTING SOIL CAN NOT PROVIDE

UNIFORM, STABLE BEARING SUPPORT.

4. USE CLEAN SAND OR CRUSHED ROCK ACCEPTABLE TO ENGINEER.

TYPICAL TRENCH DETAIL

NOT TO SCALE

IMPORTED BEDDING

NOT TO SCALE

THRUST BLOCK MINIMUM DIMENSIONS TABLE

NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSF SOIL BEARING

PRESSURE. DIMENSIONS FOR THRUST BLOCKING.

FITTING

SIZES TEES AND PLUGS 90° BEND 45° BEND & WYES REDUCERS &

22.5° BEND

4" 6" 8" 10" 12" 14"

A 1'-7" 2'-0" 2'-8" 3'-4" 4'-0" 5'-5"

B 1'-2" 1'-11" 2'-8" 3'-3" 3'-10" 3'-10" 6'-6"

4'-8" 4'-0" 3'-2" 2'-5" 1'-9"

A B 1'-6" 2'-2" 3'-0" 3'-10" 4'-8" 4'-11"

A 1'-8" 1'-10" 2'-5" 3'-0" 3'-8" 4'-9"

B 0'-10" 1'-7" 2'-1" 2'-9" 3'-3" 3'-5"

A 1'-7" 1'-9" 1'-9" 2'-2" 2'-7" 3'-5"

0'-8" 0'-10" 1'-6" 1'-11" 2'-3" 2'-5"

B/3

MIN.

THRUST BLOCK - MINIMUM DIMENSIONS

NOT TO SCALE

A

B

THRUST BLOCK SETTINGS

NOT TO SCALE

UNDISTURBED EARTH UNDISTURBED EARTH

CAPPED END

NO. 4 REBAR EMBEDDED IN

CONCRETE

NO. 4 REBAR EMBEDDED IN

CONCRETE

UNDISTURBED EARTH

UNDISTURBED EARTH

12 C.Y. CONCRETE MINIMUM

NOTE:

1. POUR ALL THRUST BLOCKS AGAINST UNDISTURBED

EARTH. TRANSITION GASKETS WILL NOT BE

APPROVED.

TOP VIEW

TOP VIEW TOP VIEW

SIDE VIEW

NO. 4 REBAR EMBEDDED

IN CONCRETE

INDIAN H

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SPLASH PAD

NOT TO SCALE

12" 9-1/2"

24"

3"

1-1/8"

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

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STEPHAN_DS_DETAILS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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TYPICAL DETAILS SHT-1

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2' MAX

LOCKING LID

NOTES:

1. GATE VALVE AND BOX SPECIFIED IN SECTION 02510.

2. EXCAVATION, TRENCHING, AND BACKFILL SPECIFIED IN

SECTION 02315.

3. WRAP IN 8 MIL POLYETHYLENE ENCASEMENT.

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOX

TWO-PIECE ADJUSTABLE

VALVE BOX

SET SCREW

VALVE BOX ADAPTER II OR EQUAL

GATE VALVE AND BOX

NOT TO SCALE

FUSION BONDED EPOXY

COATED GATE VALVE

GRADE LINE

4-1/2" PUMPER CONNECTION

(IF SPECIFIED)

2 - STANDARD 2-1/2"

HOSE CONNECTIONS

TRAFFIC FLANGE

1'-6" MIN.

4'-6" MAX

WEEP HOLE

(DO-NOT PLUG)

COURSE GRAVEL

OF CRUSHED ROCK

FILL MIN. 18 CU. FT.

POUR CONCRETE THRUST BLOCK

AGAINST UNDISTURBED EARTH

BURY DEPTH

AS SPECIFIED

LOCKING COVER

SET SCREW

FUSION BONDED EPOXY

COATED GATE VALVE

VALVE BOX ADAPTER II OR EQUAL

TWO-PIECE ADJUSTABLE

VALVE BOX

2' MAX.

NO. 4 REBAR

(BENT AS SHOWN)

HYDRANT W/GATE VALVE & BOX

NOT TO SCALE

NOTES:

1. FIRE HYDRANT SPECIFIED IN SECTION 02510.

2. BURY PIPE SAME DEPTH AS WATER MAIN.

3. DO NOT COVER DRAIN HOLES WITH CONCRETE.

4. COVER WEEPING HOLES WITH CRUSHED STONE A MINIMUM

OF 18-INCHES BELOW AND 6-INCHES ABOVE.

5. COLOR AND FINISH AS APPROVED BY LOCAL JURISDICTION.

6. PROVIDE RETAINER GLANDS WHEN CONNECTING HYDRANT

TO MAIN LINE.

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOXVALVE STEM EXTENSION ROD REQ'D

W/2" OPERATING NUT 12" BELOW

GRADE WHEN VALVE CENTERLINE

IS OVER 36" BELOW GRADE

VALVE STEM EXTENSION ROD REQ'D

W/2" OPERATING NUT 12" BELOW

GRADE WHEN VALVE CENTERLINE

IS OVER 36" BELOW GRADE

4" x 8" x 16" SOLID CONCRETE

SUPPORT BLOCK

UNDISTURBED SOIL

4" x 8" x 16" SOLID CONCRETE

SUPPORT BLOCK UNDISTURBED SOIL

INDIAN H

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

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STEPHAN_DS_DETAILS

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A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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TYPICAL DETAILS SHT-2

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BURY DEPTH

AS SPECIFIED

SLOPE

AIR RELEASE VALVE PIT

NOT TO SCALE

EXISTING GRADE3"

LOCKING CAST LID

1-1/2" THICK EXTRUDED POLYSTYRENE OR

SPRAY ON INSULATION AROUND PIPE

1" COMBINATION AIR VALVE

W/VINYL INSULATION BAG

COIL SUB-ASSEMBLY

3-2" x 4" x 8" CONCRETE

SUPPORT BLOCK

6" CLEAN CRUSHED

ROCK

1" BALL VALVE

1" BALL VALVE CURB

STOP(FIP x COMP.)

BRASS NIPPLE (3" LENGTH)

4" x 8" x 8" CONCRETE

SUPPORT BLOCK

SERVICE SADDLE W/

1" CORP. STOP

1" BRASS NIPPLE

1" PE PIPE

1" BRASS ELBOW

VALVE PLATFORM . PERFORATE

W/4" MIN. 2" DIA. HOLES

1" POLYPROPYLENE

CAM-LOCK

NOTES:

1. BACKFILL AROUND PIT SHALL BE MOUNDED AFTER

COMPACTION TO PROVIDE POSITIVE DRAINAGE AWAY FROM

THE PIT.

2. INSTALL PIT ON THE UP SLOPE SIDE OF THE WATER MAIN.

3. INSTALL WATER MAIN AT A DEPTH TO ALLOW SLOPING OF PE

PIPE CONTINUOUSLY UP TO PIT. MAINTAIN 7' BURY DEPTH ON

PE PIPE.

LIFTING ROPE

2'-0"

42"

INSTALL 62" WATER

MARKER

4" FOAM INSULATION

18" DIA. PVC PIPE

#24 MESH SST

SCREEN INDIAN H

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METER PIT WITH REMOTE READOUT

NOT TO SCALE

NOTE:

1. METER AND PIT SPECIFIED IN SECTION 02511.

2. BACKFILL AROUND PIT TO PROVIDE POSITIVE

DRAINAGE AWAY FROM PIT.

3. USE LONG SWEEPS ON CONDUIT BENDS.

4. CONTACT LOCAL UTILITY FOR APPROVAL OF WATER

METER AND REMOTE READOUT WHEN REQUIRED.

4" FOAM INSULATION PLACE

AS LOW AS POSSIBLE WITHIN

PIT W/SUFFICIENT ROPE TO LIFT

OUT OF THE PIT

66"

3"

3 - 2" x 4" x 8" SOLID

CONCRETE BLOCKS

2'-0"

42"

COMPRESSION

CONNECTION

2 CONDUIT

CLAMPS

24"

36"

EXISTING GRADE

REMOTE READOUT

4" x 4" TREATED POST CENTER LOCKING

CAST LID

INSTALL 62" WATER

MARKER

PROVIDE POSITIVE

DRAIN AWAY FROM

THE PIT

VARIESWATER

METER

3/4" PVC CONDUIT

15" DIA. PVC PIPE

METER PLATFORM

1" CLASS 250 COIL SUB-ASSEMBLY

REMOTE READOUT CABLE W/

8' OF SLACK

SEAL CONDUIT W/SILICONE

15" DIA.

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS_DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

NTS

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TYPICAL DETAILS SHT-3

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INDIAN H

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45°

WATER MAIN

200 PSI PE PIPE

CORPORATION STOP

DOUBLE STRAP STAINLESS

STEEL SADDLE

COMPRESSION

CONNECTION

PE WATER SERVICE CONNECTION

NOT TO SCALE

COVER

AS

SPECIFIED

PE PIPE

EXISTING PE OR PVC WATER

SERVICE LINE

PE CONNECTION WATER SERVICE LINE

NOT TO SCALE

COUPLING (COMP. x COMP.)

NOTES:

1. CURB STOPS SPECIFIED IN SECTION 02511.

2. WATER SERVICE LINES SPECIFIED IN SECTION

02511.

3. INSTALL STAINLESS STEEL STIFFENERS IN

POLYETHYLENE PIPE.

NOTES:

1. WATER SERVICE LINE SPECIFIED IN SECTION 02511.

2. INSTALL STAINLESS STEEL STIFFENERS IN POLYETHYLENE PIPE.

3. PROVIDE BRASS BUSHINGS WHEN NEW WATER SERVICE LINE IS

GREATER DIAMETER THAN EXISTING.

COVER

AS SPECIFIED

EXTENSION TYPE MPLS.

PATTERN BASE CURB BOX

STAINLESS STEEL

STATIONARY ROD

WATER SERVICE

LINE

CURB STOP (MPLS

PATTERN)

COMPRESSION

CONNECTION

COMPRESSION

CONNECTION

EXISTING GRADE

SECURE W/ S.S. HARDWARE

4" x 8" x 8" SOLID

CONC. BLOCK

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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SCALE:

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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SHEET

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OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS_DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPICAL DETAILS SHT-4

AutoCAD SHX Text

GATE VALVE & BOX W/TRACER WIRE

NOT TO SCALE

TRACER WIRE ACCESS BOX

NOT TO SCALE

62" WATER MARKER

CAST IRON LOCKING

LID (AS SPECIFIED)

42"

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOX

DRILL HOLE 3/8" DIA. AND INSTALL

TRACER WIRE WITH APPROX, 2'

EXCESS WIRE INSIDE THE GATE

VALVE BOX

PROVIDE LOCATOR WIRE FOR ALL

WATER MAIN INSTALLATION 4" & GREATER.

AFFIX LOCATOR WIRE ON WATER MAIN

WITH ZIP TIES

SET SCREW

VALVE STEM EXTENSION ROD REQ'D

W/2" OPERATING NUT 12" BELOW

GRADE WHEN VALVE CENTERLINE

IS OVER 36" BELOW GRADE

62" WATER MARKER

CAST IRON LOCKING LID

STAINLESS STEEL TERMINALS

(AS SPECIFIED)

A MINIMUM 24" LENGTH OF

TRACER WIRE SHALL BE COILED

AT THE TOP OF THE TRACER WIRE

BOX JUST BELOW THE LOCKING LID

12"

42"

COLOR CODE TRACER WIRES WITH

(2) STRIPS OF BLACK TAPE AND

EITHER PURPLE TAPE TO IDENTIFY

NORTH (1 STRIP) OR WEST (2 STRIPS)

WIRE DIRECTION AND GRAY TAPE TO

IDENTIFY SOUTH (1 STRIP) OR EAST

(2 STRIPS) WIRE DIRECTION,

AS REQUIRED

NO. 10 AWG INSULATED

TRACER WIRE

KNOT WIRE PRIOR

TO SPLICING

TRACER WIRE

SPLICE

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOX

PROVIDE LOCATOR WIRE FOR ALL

WATER MAIN INSTALLATION 4" & GREATER.

AFFIX LOCATOR WIRE ON WATER MAIN

WITH ZIP TIES AT 7' SPACING

NOTES:

1. TERMINATE TRACER WIRE AT TRACER WIRE

ACCESS BOXES AS SHOWN ON PLAN SET

2. LOCATE TRACE WIRE ACCESS BOXES IN

PROTECTED LOCATIONS DIRECTLY OVER

PIPE UNLESS OFFSET IS REQUIRED BY

SPECS OR FIELD CONDITIONS ( IN ROAD,

FIELD, ETC.) OFFSET APPURTENANCES,

ROW, FENCE LINE, OR EDGE OF ROADWAY

IF NO PROTECTED LOCATION IS AVAILABLE

OVER PIPE LINE. OFFSET LOCATION TO BE

APPROVED BY PROJECT ENGINEER PRIOR

TO INSTALLATION.

STEEL VALVE STEM EXTENSION

W/ CENTERING DEVICE

TWO-PIECE ADJUSTABLE

VALVE BOX

VALVE BOX ADAPTER II OR EQUAL

FUSION BONDED EPOXY

COATED GATE VALVE

4" x 8" x 16"SOLID CONCRETE

SUPPORT BLOCK

UNDISTURBED SOIL

INDIAN H

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1 9

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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SCALE:

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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SHEET

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OF

AutoCAD SHX Text

APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS_DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPICAL DETAILS SHT-5

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X X X X

X X X X

XXXX

XXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXX

X X X X X X X

X X X X X X X

X X X X X X X X

X X X X X X X X

10'-0"

12"

6'-0"

2"

3'-6"

TENSION WIRE

2"

LINE POST

(2.375" MIN. O.D.)

VERTICAL ARM ON LINE

POST FOR BARB WIRE

12" DIA.

12'-0"

12"

7'-6"

3'-6"

12" DIA.

6'-0"

GATE POST

(4.00" MIN. O.D)

10'-0"

6'-0"

3'-6"

3/8" TRUSS

ROD

TRUSS BRACE

(1.66" O.D.)

TENSION WIRE TRUSS BRACE

(1.66" O.D.)

CORNER POST

(4.00" MIN. O.D.)

6'-0"

2"

3/8" TRUSS

ROD

SCALE: N.T.S.

LINE FENCE DETAIL

SCALE: N.T.S.

DOUBLE GATE DETAIL

SCALE: N.T.S.

LINE FENCE W/CORNER POST DETAIL

SEE SHT-21FOR GATE

LATCH DETAILS

** SEE SHT-21 FOR CHAIN-LINK

FENCE DETAILS

GATE POST

(4.00" MIN. O.D)TOP RAIL

(1.66" O.D.)

TOP RAIL

(1.66" O.D.)

2"

18"

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JASON A. PETERSEN

AutoCAD SHX Text 13401

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DATE

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REVISIONS

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INIT.

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SCALE:

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PUBLIC LAW 86-121

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

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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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SHEET

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OF

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APPROVED BY:

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GREAT PLAINS AREA INDIAN HEALTH SERVICE

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115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

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C. SNELL 1.25

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J. PETERSEN 12.24

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STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

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S. HYDE 12.24

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STEPHAN_DS_DETAILS

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A. WILLIAMS

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IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NTS

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FENCE DETAILS SHT-1

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SLIDE BAR FRONT VIEW

SLIDE BAR TOP VIEW

TOP VIEW OF ASSEMBLY POSITION

FRONT VIEW

TOP VIEW

LOCKING ROD

RECEIVING COLLAR

PIPE COLLAR

LATCH COLLAR

PIPE SPACERS

A

A

4" 4"

1'-7"

4'-2"

3/4"

VIEW

A-A

4'-2"

1" 2-5/8"

5-3/8"

2" 2"

TERMINAL POST WITH FABRIC FASTENING

TRUSS BRACE & TRUSS ROD

LINE POST SET IN

CONCRETE

METHOD OF FASTENING

FABRIC TO LINE POSTS

PLAN VIEW OF CORNER

SCALE: N.T.S.

CHAIN-LINK FENCE DETAILS

SCALE: N.T.S.

SLIDING GATE LATCH DETAIL

TERMINAL

POST CAP

TERMINAL POST

TRUSS BRACE

TENSION

STRAP

TURNBUCKLE

TRUSS ROD

EARTH

CONCRETE

LINE POST

TRUSS ROD

TRUSS BRACE

CORNER POST

CONCRETE FOOTING

12" DIAMETER MIN.

LINE POST

CONCRETE

WIRE CLIP

WIRE CLIP

LATCH COLLAR PIPE COLLAR SLIDE BAR

3/4" LOCKING

ROD

RECEIVER

COLLAR

SLIDE BAR

PIPE COLLAR3/4" LOCKING

ROD

3/4" ROD

2-1/2" X 5" X 3/16"

RECT. TUBE

1-7/8" O.D. PIPE

1-7/8" O.D. PIPE

RECEIVER

COLLAR

LATCH COLLAR

PIPE COLLAR

1/2" ELASTIC NUTS

12"

3'-6"

12"

3'-6"

10'-9" MIN.

3"

4"

3"

4"

2'-1 3/4"

2'-1 3/4"

7"

8"

SCALE: N.T.S.

LANDSCAPE EDGING DETAIL

SLOPE BACKFILL MATERIAL

TO PROVIDE POSITIVE

DRAINAGE

12" ALUMINUM STAKE, 6

PER 16' SECTION OF

EDGING STRIP

10-MIL PLASTIC

SHEETING

3" OF 1" CRUSHED ROCK

"L-SHAPED ALUMINUM MAINTENANCE

STRIP 31/2" x 1/8"

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AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

JASON A. PETERSEN

AutoCAD SHX Text 13401

AutoCAD SHX Text

DATE

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REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

AutoCAD SHX Text

C. SNELL 1.25

AutoCAD SHX Text

J. PETERSEN 12.24

AutoCAD SHX Text

STEPHAN BOOSTER STATION AND WATER MAIN REPLACEMENT

AutoCAD SHX Text

S. HYDE 12.24

AutoCAD SHX Text

STEPHAN_DS_DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

IHS PROJECT NO'S. GP-21-Z28 & GP-23-T29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FENCE DETAILS SHT-2

AutoCAD SHX Text

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EXTENT BLANKET A MIN. OF 3'-0" OVER

CREST OF SLOPE. SEE THIS SHEET FOR

DETAIL. IF A MIN. OF 3'-0" IS NOT AVAILABLE

AT THE CREST OF SLOPE OR IF OVERLAND

FLOW IS ANTICIPATED FROM UPLAND DETAILS,

SEE THIS SHEET FOR DETAIL.

END ROLL OVERLAP

(SEE THIS SHEET

FOR DETAIL)

SIDE SEAM OVERLAP

(SEE THIS SHEET FOR

DETAIL)

BLANKET TO EXTEND A

MIN. OF 3'-0"…

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File details come from the government source that posted it. Updated .