A2 Plans RLSC.pdf

PDF 6 MB Posted Dec 9, 2025

Attached to: Rosebud Lift Station Construction
Solicitation number: SS75H70126R00018
Issued by: Department of Health and Human Services Indian Health Service

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Written by GovTribe AI · Dec 9, 2025

This document is a detailed set of engineering drawings for a lift station project for the DNI NAI Health Service located in South Dakota. The project involves demolishing an existing lift station and constructing a new one on Soldier Creek Drive, with a comprehensive scope that includes:

Key design elements include a new wet well, dry well, motor control panel, chain-link fence, concrete slab, water service line, and various infrastructure connections. The site is part of the Rosebud Comprehensive Health Care Facility, with the lift station situated near a solar farm. The drawings provide extensive technical details for construction, including site plans, profile views, demolition plans, fence details, and specific specifications for components like the access hatch, ladder, control panel, and gate valve installations. The project appears to be a critical infrastructure upgrade for the health service facility, with meticulous engineering considerations for functionality, safety, and long-term performance.

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Other files

File	Type	Posted
A1 SOW Rosebud Lift Station Construction.docx	DOCX document	Dec 9, 2025
A3 Tech Specs RLSC.pdf	PDF	Dec 9, 2025
Sources Sought Rosebud Lift Station Construction.docx	DOCX document	Dec 9, 2025
A4 IHS IEE Representation Form.pdf	PDF	Dec 9, 2025

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INDIAN H

S ERV I CE

1 9

DIVISION OF FACILITIES MANAGEMENT

ROSEBUD, SOUTH DAKOTA

RB LIFT STATION DESIGN

I.H.S. PROJECT NO. GP24RB401H02

SHEET INDEX

SHEET NUMBER SHEET TITLE

1 COVER

2 NOTES AND LEGEND

3 SITE PLAN

4 PROPOSED LIFT STATION PLAN

5 CONNECTING EX. MH TO PROP. LIFT STATION PLAN AND PROFILE

6 DEMOLITION OF EXISTING LIFT STATION

7 PROPOSED LIFT STATION PLAN-VIEW

8 PROPOSED LIFT STATION SECTION-VIEW

9 LIFT STATION DETAILS

10 LIFT STATION DETAILS

11 LIFT STATION DETAILS

12 FENCE DETAILS

ROSEBUD

COMPREHENSIVE

HEALTH CARE

FACILITY

PROJECT AREA

RESERVATION

ROSEBUD INDIAN

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OFFICE OF ENVIRONMENTAL

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DIVISION OF FACILITIES MANAGEMENT

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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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RB LIFT STATION REPLACEMENT

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GP24RB401H02_SHT_COVER

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COVER

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C. SAWATZKY, PE

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ROSEBUD, SOUTH DAKOTA

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NTS

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COVER SHEET & LOCATION MAP

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. EXISTING WATER MAIN IS 6" PVC.

4. COMPACTION REQUIREMENTS FOR MAINS & SERVICE LINES INSTALLED IN THE PROPOSED

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

5. PROTECT OR RESTORE ALL LOT CORNERS.

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

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

7. SURVEY INFORMATION WAS OBTAINED UTILIZING A TRIMBLE SATELLITE SURVEY UNIT AND HAS

+/- 3 FT ACCURACY. CONTRACTOR TO UTILIZE AT THEIR OWN RISK.

INDIAN H

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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

SSL

SFM

W W

SSL

SFSL SFSL

SFM

WSL WSL

o w

STM

CONTACTS

ENGINEERING:

INDIAN HEALTH SERVICE

OFFICE LOCATION

3200 CANYON LAKE DRIVE

RAPID CITY, SD 57702

LOGAN GAYTON, GENERAL ENGINEER

TELE: 605-355-2500

TELE: 605-945-5451

CONTACTS (CONT.)

TECRO

MAURIAL FAST HORSE

306 BUFFALO PASS LANE

ROSEBUD, SD 57570

TELE: 605-828-2434

THPO

IONE QUIGLEY

PO BOX 750

ROSEBUD, SD 57570

TELE: 605-747-4211

RST ENVIRONMENTAL PROTECTION OFFICE (EPO)

IVAN CROW EAGLE

PO BOX 428

ROSEBUD, SD 57570

TELE: 605-747-2933

UTILITIES

ONE CALL (SOUTH DAKOTA)

TELE: 811 (IN-STATE) OR

800-781-7474

(OUTSIDE OF SOUTH DAKOTA)

TELEPHONE:

GOLDEN WEST

804 EAST SECOND STREET

MISSION, SD 57555

TELE: 1-855-888-7777

ELECTRIC:

CHERRY TODD ELECTRIC CO-OP

625 WEST 2ND STREET

MISSION, SD 57555

TELE: (605) 856-4417

WATER AND SEWER SYSTEM:

INDIAN HEALTH SERVICE

400 SOLDIER CREEK ROAD

ROSEBUD, SD 57570

TELE: 605-747-2231

SOLID WASTE:

TAMMY YOUNG-BARRON

RST SOLID WASTE

400 WEST FRONTAGE ROAD

ROSEBUD, SD 57570

TELE: 605-747-2424

UGC UNDERGROUND CABLE

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DIVISION OF FACILITIES MANAGEMENT

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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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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. SAWATZKY, PE

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C. SAWATZKY, PE

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RB LIFT STATION REPLACEMENT

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L. GAYTON, EI

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GP24RB401H02_SHT_NOTES&LEGEND

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NOTES & LEGEND

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C. SAWATZKY, PE

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GP24RB401H02

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ROSEBUD, SOUTH DAKOTA

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NOTES & LEGEND

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TBM

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EPED

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B.H.

S o o

SEE SHEET 4 - PROPOSED

LIFT STATION PLAN

SEE SHEET 5 - CONNECTING

EX. MH TO PROP. LIFT STATION

P&P

CLEANOUT

SEE SHEET 4, 7 , 8 FOR PLAN

VIEWS AND SECTION VIEWS OF

PROPOSED LIFT STATION AND

PIPING INFORMATION

SEE SHEET 6 FOR DEMOLITION

PLAN

MH-03

STA. 3+88

INV. OUT = (SW) 2701.25'

RIM EL. = 2705.60'

DEPTH = 4.35

SOLDIER CREEK DRIVE/ W BIA- 1

SOLDIER CREEK CIRCLE

C R

R O

ROSEBUD COMPREHENSIVE

HEALTH CARE FACILITY

SOLAR FARM

QTRS UNIT: 10065

QTRS UNIT: 10063

UGC

S S

WWWWWWW

W W

SFM

W W W W

UGP

W W

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SITE PLAN

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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. SAWATZKY, PE

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C. SAWATZKY, PE

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RB LIFT STATION DESIGN

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L. GAYTON, EI

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GP24RB401H02_SHT_KEYPLAN

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KEY PLAN

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C. SAWATZKY, PE

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GP24RB401HO2

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ROSEBUD, SOUTH DAKOTA

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SITE PLAN

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27052704

0+00

1+00

1+33 o o o o o o o o o o o o o o o

5.0

5.0 o o o o o o o ooo

SFM

SFM SFM SFM SFM SFM SFM SFM SFM

PROPOSED 4" 45-DEGREE RJDI FITTING

CONNECT TO EXISTING FORCE MAIN

PROPOSED 235 SF OF

CONCRETE DRIVEWAY

SEE SHEET 7 - PROPOSED LIFT STATION

PLAN-VIEW & 8 - PROPOSED LIFT STATION

SECTION-VIEW FOR NEW LIFT STATION

SEE SHEET 5 FOR PLAN AND PROFILE VIEWS

OF OLD AND NEW WET WELL ALIGNMENTS

REMOVE AND REPLACE 201 SF

OF EXISTING CONCRETE SIDEWALK

REMOVE AND REPLACE 176 SF

OF CONCRETE PAVEMENT

REMOVE AND REPLACE 16 SF

OF ASPHALT PAVEMENT

SEE SHEET 11 - LIFT STATION DETAILS FOR

MH-00 DETAILS

U G

C U

G C

U G

C U

G C

U G

C U

G C

W W

SFM

PROPROSED 125 LF OF CHAIN-LINK FENCE AND GATE(SEE DETAILS ON SHEET 12)

10' OF 12" PVC @ 1.66%

1076 SF

OF GRAVEL PAD

EXISTING LIFT STATION DRY WELL

INV. IN = (NW) 2694.83'

RIM EL. = 2707.92'

DEPTH = 13.09

EXISTING LIFT STATION WET WELL

INV. IN = (NW) 2691.00'

INV. OUT = (SE) 2694.83'

RIM EL. = 2707.74'

DEPTH = 20.74

EL:2706.46

EL:2706.73

EL:2706.55

EL:2706.77

EL:2706.79

EL:2706.42

EL:2705.99

EL:2707.18

2706 EL:2706.88

5.0

MH-01

STA. 1+02

INV. IN = (W) 2691.46'

INV. OUT = (NE) 2691.36'

RIM EL. = 2706.17'

DEPTH = 15.83

MH-00

STA. ???

INV. IN = (SW) 2691.00'

INV. IN = (NW) 2696.22'

INV. IN = (NE) 2691.00'

INV. OUT = (SE) 2691.00'

RIM EL. = 2700.57'

DEPTH = 16.57

WSL

PROPOSED 15 LF OF WATER SERVICE

TO BE CONNECTED TO EXISTING SERVICE LINE

PROPOSED YARD HYDRANT, SEE SHEET 10

FOR DETAIL

0+00

REMOVE AND REPLACE 42 LF

OF CURB & GUTTER

CONTRACTOR TO INSTALL A CONCRETE APRON

IER

EEK D

IVE/ W

BIA- 1

SOLDIER CREEK CIRCLE

INDIAN H

S ERV I CE

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PROPOSED LIFT STATION PLAN

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DIVISION OF FACILITIES MANAGEMENT

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HEALTH & ENGINEERING

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PROJ ENG:

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SHEET

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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. SAWATZKY, PE

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C. SAWATZKY, PE

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RB LIFT STATION REPLACEMENT

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L. GAYTON, EI

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GP24RB401H02_SHT_PLAN 2

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PROPOSED LIFT STATION PLAN

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C. SAWATZKY, PE

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GB24RB401H02

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ROSEBUD, SOUTH DAKOTA

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PROPOSED LIFT STATION PLAN

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0+00 0+28

SFM

0+00

1+33

SOLDIER CREEK DRIVE/ W BIA- 1SO

R C

REE

CIR

CLE

SFM

EXISTING LIFT STATION WET WELL

INV. IN = (NW) 2691.00'

INV. OUT = (SE) 2694.83'

RIM EL. = 2707.74'

DEPTH = 20.74

UGC

S S

SFM

MH-00

STA. ???

INV. IN = (SW) 2691.00'

INV. IN = (NW) 2696.22'

INV. IN = (NE) 2691.00'

INV. OUT = (SE) 2691.00'

RIM EL. = 2700.57'

DEPTH = 16.57

0+00

EXISTING LIFT STATION DRY WELL

INV. IN = (NW) 2694.83'

RIM EL. = 2707.92'

DEPTH = 13.09

EXISTING LIFT STATION WET WELL

STA. 0+14

INV. IN = (NW) 2691.00'

INV. OUT = (SE) 2694.83'

RIM EL. = 2707.74'

DEPTH = 20.74

EXISTING

GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING QUARTERS SANITARY

SEWER BRANCH CROSSING

PROPOSED 4" DI MJ

45-DEGREE BEND

(QUANTITY: 5)

PROPOSED 123 LF

OF 4" RJDI PIPE

CONNECT TO

EXISTING FORCE MAIN

PROPOSED

MH-00

STA. 0+00

INV. OUT = (W) 2690.00'

RIM EL. = 2706.89'

DEPTH = 16.90

PROPOSED 16' OF 12" PVC

@ 1.07%

9' OF 8" DIP @ 0.00%

4" DIP

STA. 0+25

RIM EL. = 2706.83'

DEPTH = 17.00

PROPOSED 84" x 84" RECTANGULAR

WET WELL AND DRY WELL SEE

SHEETS 7, 8, AND 11 FOR DEPTHS

AND OTHER INFORMATION

INDIAN H

S ERV I CE

1 9

EXISTING LIFT STATION PROFILE STA 0+00 TO 0+40

PROPOSED LIFT STATION PROFILE STA 0+00 TO 1+23

EXISTING (STA 0+00 TO STA 1+23) AND PROPOSED (STA 0+00 TO STA 1+23) LIFT STATION PLAN

CONNECTING EXISTING MH TO PROPOSED WET WELL PLAN AND PROFILE

SEE SHEET 11 FOR INLET

MANHOLE PLAN &

SECTION VIEW DETAILS

SEE SHEET 11 FOR INLET

MANHOLE PLAN &

SECTION VIEW DETAILS

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DIVISION OF FACILITIES MANAGEMENT

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HEALTH & ENGINEERING

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PROJ ENG:

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SHEET

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ABERDEEN, SD 57401

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115 4TH AVE. SE: FEDERAL BUILDING ROOM 309

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CONNECTING EX. MH TO PROP. LIFT STATION P&P

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ROSEBUD, SOUTH DAKOTA

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RB LIFT STATION REPLACEMENT

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GP24RB401H02

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L.GAYTON, EI

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C. SAWATZKY, PE

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C. SAWATZKY, PE

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C. SAWATZKY, PE

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8_EX WET WELL

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GP24RB401H02_SHT_PLAN 1

GREAT PLAINS AREA INDIAN HEALTH SERVICE

0+00

0+28

0+00

0+00 0+00

EXISTING MH-00

TO REMAIN

INV. IN = (SW) 2691.00'

INV. IN = (NW) 2696.22'

INV. IN = (NE) 2691.00'

INV. OUT = (SE) 2691.00'

RIM EL. = 2700.57'

DEPTH = 16.57

ABANDON 14.3 LF OF 8" DIP SEWER

ABANDON 14 LF 4" DIP SFM

FOR PROFILE SEE SHEET 4

REMOVE EXISTING FENCE

o o o o o o o ooo o o o o o o o ooo SO

C R

D R

W B

- 1

SOLDIER CREEK CIRCLE

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

W W

SFM

OUTER DIAMETER OF EXISTING

LIFT STATION WET WELL

DEMO EXISTING CONTROL PANEL

DEMO EXISTING CRANE AND PEDESTAL

BOUNDARY OF EXISTING

CONCRETE PAD

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

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SFM

DEMO. EXISTING LIFT STATION WET WELL

INV. IN = (NW) 2691.00'

INV. OUT = (SE) 2694.83'

RIM EL. = 2707.74'

DEPTH = 20.74

DEMO. EXISTING LIFT STATION DRY WELL

INV. IN = (NW) 2694.83'

RIM EL. = 2707.92'

DEPTH = 13.09

DEMO EXISTING PANEL

DEMO EXISTING YARD HYDRANT

INDIAN H

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DEMOLITION OF EXISTING LIFT STATION

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HEALTH & ENGINEERING

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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. SAWATZKY, PE

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C. SAWATZKY, PE

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RB LIFT STATION REPLACEMENT

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L. GAYTON, EI

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GP24RB401H02_SHT_DEMO PLAN 1

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C. SAWTAZKY

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GP24RB401H02

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ROSEBUD, SOUTH DAKOTA

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SCALE: 1"= 4'

INDEX

1. 12-INCH DR-11 PVC PIPE

2. VAUGHAN V3V/V3VR SUBMERSIBLE SEWAGE

CHOPPER PUMPS.

3. 42" x 60" ACCESS HATCH

4. 4-INCH CL52 D.I. PIPE FACTORY COATED WITH

TNEMEC 431 EPOXY COATING SYSTEM OR EQUAL

5. 2-INCH S.S. PUMP GUIDE RAIL, CENTER OF RAIL

4.33" FROM CONCRETE EDGE BASED OF PUMP

MANUFACTURERS DIMENSIONS.

6. S.S. CHAIN

7. 4-INCH FLANGED SWING FLEX CHECK VALVE

8. 4-INCH FLANGED RESILIENT WEDGE GATE VALVE

9. 4-INCH X 4-INCH FLANGED D.I. CROSS

10. 1-1/2 INCH SCH 40 S.S. PIPE & FITTINGS THROUGH

WALL

11. SUMP PUMP

12. S.S. CHAIN HOOK

13. PVC SPLICE BOX W/ WATERTIGHT

CORD GRIP

14. GFI RECEPTACLE

15. GAS TIGHT RUBBER MODULAR SEAL W/ S.S. NUTS

& BOLTS

16. POLY WALL SLEEVE

17. FLOAT BRACKET

18. BOOT W/ S.S. CLAMP, TYP.

19. PRECAST DOUBLE BOX STRUCTURE

20. INTERIOR POLY LINER

21. 4-INCH STAINLESS STEEL MPT X

CAMLOCK FITTING W/A 4-INCH STAINLESS

STEEL PRESSURE RATED DUST CAP

22. GUIDE RAILS WITH S.S. TRASH BASKET

CAPABILITIES

23. CORROSION RESISTANT, VAPOR TIGHT

LIGHT SWITCH WITH BLOWER THAT IS

ACCESSIBLE FROM ABOVE

24. 100 WATT INCANDESCENT MOUNTED

VAPOR TIGHT LIGHT (QTY. 2)

25. CONDUIT FOR SUMP PUMP CABLE AND

ELECTRICAL WIRING WITH STAINLESS STEEL

FASTENERS

26. GATE CATCH

27. 4-INCH FLANGED D.I. 90° ELBOW

28. 30" x 36" ACCESS HATCH

29. VENTILATION BLOWER W/ 8-INCH S.S.

VENT W/TWO (2) 90° BENDS & #4 S.S.

MESH SCREEN

30. 4" STAINLESS STEEL VENT W/TWO (2)

90° BENDS & #4 S.S. MESH SCREEN, TYP.

31. 2" COMBINATION AIR RELEASE VALVE (SEE

SHEET 37 FOR DETAIL OF AIR RELEASE

VALVE), 4"x4" CROSS SHALL BE FACTORY

TAPPED FOR THREADING 2" PIPE NIPPLE

32. 4" DISMANTLING JOINT

33. 24" x 24" ACCESS HATCH

NOTES:

LIFT STATION SHOWN WITH TOP SLAB REMOVED.

INTERIOR OF CONCRETE WET WELL POLY LINED CONCRETE

STRUCTURE. EXTERIOR TO BE COATED WITH APPROVED

COAL TAR EPOXY COATING.

FACTORY COAT ALL DUCTILE IRON PIPE AND FITTINGS IN

BOTH THE VALVE VAULT AND THE WET WELL WITH APPROVED

FACTORY EPOXY COATING. PROVIDE S.S. WASHERS ON

EITHER END OF FLANGED CONNECTIONS TO PROTECT

COATING. DO NOT COAT S.S. WASHERS, NUTS AND BOLTS.

CONTRACTOR HAS THE OPTION TO PROVIDE FLANGED HDPE

PIPING WITH IN THE VAULT AS WELL.

ANY DAMAGE TO THE CONCRETE STRUCTURE INCLUDING

SPALLED CONCRETE SHALL BE RESTORED/CORRECTED WITH

CEMENT NON-SHRINK GROUT PER THE MANUFACTURERS

RECOMMENDATIONS.

AREA INSIDE THE FENCE SHALL BE BUILT UP TO THE

SUBGRADE ELEVATION 1637.25' WITH STRUCTURAL FILL,

COVERED WITH POLY SHEETING AND THEN COVERED WITH 3"

OF CRUSHED ROCK AS SPECIFIED TO A FINAL ELEVATION OF

1637.50'. CONCRETE PADS TO MATCH FINISHED ELEVATION OF

LIFT STATION COVER. ALL SUBGRADE SHALL BE SLOPED TO

DRAIN AWAY FROM ALL STRUCTURES.

SUMP PUMP DISCHARGE PIPE SHALL BE SUPPORTED BY WALL

BRACKETS PER SPECIFICATIONS.

CONTRACTOR TO INSTALL NEW 200 AMP

DISCONNECT AT THE PEDESTAL & CONNECT

TO A NEW METER, DISCONNECT SHALL BE ABLE TO BE

LOCKED TO PREVENT ACCESS. GETTING POWER TO THE SITE

AND THE INSTALLATION OF THE NEW METER WILL BE PAID

FOR BY THE TRIBE. THE CONTRACTOR SHALL COORDINATE

THE INSTALLATION AND LOCATIONS OF THE METER WITH THE

POWER COMPANY.

AREA WITHIN THE LANDSCAPE EDGING OF THE PROJECT

SHALL CONSIST OF PIT-RUN GRAVEL FROM UNDISTURBED

EARTH TO FINISHED SUBGRADE.

M O

C O

O L

A o o o 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 o o

X X

WETWELL VAULT COVER

(SEE SHEET 10 FOR DETAIL)

NON-SHRINK

GOUT, TYP.

CRANE

PEDESTAL

3" RIGID

POLYSTYRENE INSULATION

4" MJ GATE VALVE W/BOX &

VALVE STEM EXTENSION

(SEE SHEET 11 FOR DETAIL)

CONDUIT FOR

OPERATIONAL LIGHT

FENCE MOUNTED FLOOD LIGHT

(SEE SHEET 13 FOR DETAIL)

INSTALL LANDSCAPE EDGING

2' PAST EDGE OF FENCING. SLOPE

4:1 TO MEET EXISTING GRADE

INSTALL 126 LF

CHAIN LINK FENCE

(SEE SHEET 13 FOR DETAIL)

CONDUIT FOR

OPERATIONAL

LIGHT

FENCE MOUNTED FLOOD LIGHT

(SEE SHEET 13 FOR DETAIL)

12' WIDE 6" THICK CONCRETE SLAB W/#3 REBAR

@ 18" O.C. EACH WAY. INSTALL EXPANSION JOINT

BETWEEN VAULT COVER. BROOM FINISH

INSTALL 12' DOUBLE SWING

FENCE GATE FOR GENERATOR

ACCESS

INSTALL CONCRETE

DRIVEWAY

INSTALL GRAVEL WITHIN

FENCE BOUNDARY EXCLUDING

LIFT STATION AND CONCRETE

DRIVEWAY

CONCRETE CURB AND

GUTTER TO BE REMOVED AND

APRON TO BE INSTALLED

INSTALL YARD HYDRANT

(SEE SHEET 10 FOR DETAIL)

INSTALL 1" PE WATER SERVICE LINE

CONNECT TO EXISTING 4" PVC WATER MAIN

INSTALL 1" CURB STOP

E E

E E E E

INSTALL NEW U.S.E. CABLE

UNDERGROUND FROM THE

NEW MOTOR CONTROL PANEL

TO THE 200 AMP DISCONNECT

FROM THE EXISTING LIFT STATION

2'X2' CONCRETE PAD

INDIAN HEA

SERV I CE

1 9

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DATE

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REVISIONS

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INIT.

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

DIVISION OF FACILITIES MANAGEMENT

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

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. SAWATZKY, PE

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

RB LIFT STATION REPLACEMENT

AutoCAD SHX Text

L. GAYTON, EI

AutoCAD SHX Text

GP24RB401H02_SHT_PLAN 2

AutoCAD SHX Text

PROP. LIFT STATION PLAN VIEW

AutoCAD SHX Text

C. SWATZKY, PE

AutoCAD SHX Text

GP24RB401H02

AutoCAD SHX Text

ROSEBUD, SOUTH DAKOTA

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

PROPOSED LIFT STATION PLAN VIEW DETAIL

AutoCAD SHX Text

BACKFILL AT A 4:1 SLOPE FROM THE EDGE OF THE

LANDSCAPE EDGING TO THE EXISTING GRADE

AREA WITHIN THE LANDSCAPE EDGING OF THE

PROJECT SHALL CONSIST OF PIT-RUN GRAVEL FROM

UNDISTURBED EARTH TO FINISHED SUBGRADE.

INDEX

1. 12-INCH PVC PIPE @ 1% SLOPE

2. SUBMERSIBLE CHOPPER SEWAGE PUMP - VAUGHAN

MODEL V3V/V3VR

3. 4-INCH FLANGED D.I. ELBOW, FACTORY COATED

W/TNEMEC PERMA SHIELD 431 OR EQUAL

4. 4-INCH CL 52 D.I. PIPE FACTORY COATED W/TNEMEC

PERMA SHIELD 431 OR EQUAL

5. 2-INCH S.S. PUMP GUIDE RAIL 6. S.S. CHAIN

6. S.S. CHAIN

7. 4-INCH FLANGED SWING FLEX CHECK VALVE

8. 4-INCH FLANGED RESILIENT WEDGE GATE VALVE

9. 4-INCH X 4-INCH FLANGED D.I. CROSS

10. STAINLESS STEEL PIPE SUPPORTS (4)

11. 1-1/2 INCH SCH 40 S.S. PIPE & FITTINGS THROUGH

WALL

12. SUMP PUMP

13. 1-1/2 INCH SCH 80 PVC DISCHARGE PIPING

14. 1-1/2 INCH SCH 80 PVC UNION

15. 1-1/2 INCH PVC BALL CHECK VALVE

16. MASTIC WRAP AND HYDROPHILIC BUTYL

WATERSTOP JOINT SEAL (SEE SHEET 37 FOR DETAIL)

17. S.S. CHAIN HOOK

18. CONDUIT FOR SUMP PUMP CABLE & ELECTRICAL

WIRES

19. PVC SPLICE BOX W/WATERTIGHT CORD GRIP

20. CORROSION RESISTANT VAPOR TIGHT GFI RECIPTACLE

21. GAS TIGHTRUBBER MODULAR SEAL W/ S.S. NUTS &

BOLTS

22. POLY WALL SLEEVE W/ WATER STOP

23. BOOT W/ S.S.CLAMP

24. PRECAST CONCRETE DOUBLE BOX STRUCTURE

25. INTERIOR POLY LINER

26. STAINLESS STEEL TRASH BASKET GUIDE RAILS

27. STAINLESS STEEL TRASH BASKET GUIDE RAILS

SUPPORT BRACKETS.

28. STAINLESS STEEL TRASH BASKET

29. CORROSION RESISTANT, VAPOR TIGHT LIGHT SWITCH

AND BLOWER

30. 100 WATT INCANDESCENT WALL MOUNTED

VAPOR TIGHT LIGHT, (QTY. 2)

31. 4-INCH FLANGED D.I. 90° ELBOW

32. INTERMEDIATE PUMP GUIDE RAIL SUPPORTS

33.VALVE VAULT VENTILATION BLOWER, SEE CSI 02539

34. 4-INCH S.S. VENT PIPING W/TWO (2) 90° BENDS &

#4 S.S. MESH SCREEN, TYP.

35. 2" WIDE S.S. VENT PIPE SUPPORTS (4' SPACING)

36. 4" SCH. 40 PVC PIPE

37. 4" DISMANTLING JOINT, STYLE DJ405 BY ROMAC

38. 2" COMBINATION AIR RELEASE VALVE,

4"x4" CROSS SHALL BE FACTORY TAPPED FOR

THREADING 2" PIPE NIPPLE

39. DRAIN PIPING FROM ARV SLOPED TO SUMP

40. TRANSDUCER FOR PLC WITHIN CONTROL PANEL

INTERIOR OF CONCRETE WET WELL TO BE

POLYLINED. EXTERIOR TO BE COATED WITH

APPROVED COAL TAR EPOXY COATING.

FACTORY COAT ALL DUCTILE IRON PIPE AND

FITTINGS IN BOTH THE VALVE VAULT AND THE

WET WELL WITH APPROVED EPOXY COATING.

PROVIDE S.S. WASHERS ON EITHER END OF

FLANGED CONNECTIONS TO PROTECT COATING.

DO NOT COAT S.S. WASHERS, NUTS AND BOLTS.

CONTRACTOR HAS THE OPTION TO PROVIDE

FLANGED HDPE PIPING WITH IN THE VAULT AS

WELL.

ANY DAMAGE TO THE CONCRETE STRUCTURE

INCLUDING SPALLED CONCRETE SHALL BE

RESTORED/CORRECTED WITH NON-SHRINK

CEMENT GROUT PER MANUFACTURER

RECOMMENDATIONS.

AREA INSIDE THE FENCE SHALL BE BUILT UP TO

THE SUBGRADE ELEVATION 2707.54' WITH

STRUCTURAL FILL, COVERED WITH POLY

SHEETING AND THEN COVERED WITH 3" OF

CRUSHED ROCK AS SPECIFIED TO A FINAL

ELEVATION OF 2707.79'. CONCRETE PADS TO

MATCH FINISHED ELEVATION OF LIFT STATION

COVER. ALL SUBGRADE SHALL BE SLOPED TO

DRAIN AWAY FROM ALL STRUCTURES.

SUMP PUMP DISCHARGE PIPE SHALL BE

SUPPORTED BY WALL BRACKETS PER

SPECIFICATIONS.

2'3'

LIFT STATION - SECTION VIEW

SCALE: 1" = 4'

INVERT EL. = 2689.83'

LEAD PUMP ON FLOAT EL. = 2686.33'

COMMON PUMP OFF FLOAT EL. = 2684.33'

EL. = 2680.33

EL. = 2681.33'

EL. = 2694.55'

LAG PUMP ON FLOAT EL. = 2687.83'

ALARM FLOAT EL. = 2688.83'

INSTALL FENCE AND

FENCE POSTS (SEE

SHEET 15

FOR DETAIL)FINISHED GRADE ELEV. = 2706.88'

COMPACTED STRUCTURAL FILL

WITHIN LIFT STATION FENCED

AREA

(95% STANDARD PROCTOR)

INSTALL PUMP DISCHARGE

ELBOWS TO FLOOR WITH

S.S. WEDGE ANCHORS

12" INTEGRAL BASE

WITH NO. 4 REBAR @ 6"

O.C. EACH WAY

OVER-EXCAVATE 24" AND PLACE GEOTEXTILE

FABRIC ON EXPOSED SUBGRADE. PLACE

LAYER OF COMPACTED, FREE DRAINING

CRUSHED ROCK CONSISTING OF

2-INCH TO 3-INCH MATERIAL. WRAP GEOTEXTILE

AROUND EDGES AND OVER TOP OF ROCK.

EXTEND ROCK 1' PAST EDGE OF MONOLITHIC

BASE

VALVE VAULT HATCH

(SEE SHEET 12 FOR DETAIL)

INSTALL LADDER WITH

TELESCOPIC SAFETY POST

(SEE SHEET 12 FOR DETAILS)

INSTALL WATER STOP

ON ALL JOINTS

3-INCH THICK RIGID

POLYSTYRENE

INSULATION

MOTOR CONTROL PANEL

(SEE SHEET 13 FOR DETAIL)

INSTALL FLOAT BRACKET

(SEE SHEET 13 FOR DETAIL)

INSTALL 3" LAYER OF

1" - 2 CRUSHED ROCK

WITHIN FENCE INTERIOR

AND 2' OUTSIDE OF FENCE

OVER 10 MIL POLY SHEET

INSTALL WET WELL

ACCESS DOORS (SEE

SHEET 12 FOR DETAIL)

INSTALL CRANE W/ELECTRIC WINCH

ENSURE CORD WILL REACH OUTLET

AT CONTROL PANEL

PROVIDE ADDITIONAL HOOK

CONNECTED TO THE BOOM

W/S.S. CHAIN

INSTALL PVC CONDUIT

(SEE SHEET 13 FOR

DETAIL)

INSTALL 18" DIA. CONCRETE

SUMP W/GRATE, PUMP, AND

FLOAT PER SPECIFICATIONS

(SEE SHEET 13 FOR DETAIL)

6" SLOPING REINFORCED CONCRETE

FLOOR SLAB EL. 2691.55' ON THE SIDE

WALLS. SLOPE FLOOR FROM THE

SIDE WALLS TO THE TOP OF THE

SUMP AT EL. 2691.20'

4" MJ GATE VALVE W/BOX

TRANSITION FROM D.I.

TO HDPE AT VALVE

(SEE SHEET 13 FOR DETAIL)

4" DIP

INSTALL LANDSCAPE

EDGING AROUND

PERIMETER OF

CRUSHED ROCK

(SEE SHEET 15 FOR

DETAIL)

COMPACTED ENGINEERED FILL

TOPSOIL, SEED, AND

PROVIDE EROSION

CONTROL BLANKETS

ON SLOPES TO

MEET EXISTING GRADE 6

GROUND WATER LEVEL UNKNOWN

2' 2.

THIS PIPE CONNECTS

TO CONNECTION MANHOLE

SHOWN ON SHEET 11

INDIAN H

S ERV I CE

1 9

AutoCAD SHX Text

DATE

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REVISIONS

AutoCAD SHX Text

INIT.

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SCALE:

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FILE NAME:

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LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

DIVISION OF FACILITIES MANAGEMENT

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

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. SAWATZKY, PE

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

RB LIFT STATION REPLACEMENT

AutoCAD SHX Text

L. GAYTON, EI

AutoCAD SHX Text

GP24RB401H02_SHT_PLAN 2

AutoCAD SHX Text

PROP. WET WELL SECTION VIEW

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

GP24RB401H02

AutoCAD SHX Text

ROSEBUD, SOUTH DAKOTA

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

PROPOSED LIFT STATION SECTION VIEW DETAIL

AutoCAD SHX Text

1'-0"

1'-2"

1'3'-0"

1' - 6"

1'-6"

1'-8" 1'-8"

1'-8"

1'-4" 4'-11"

LIFT STATION - COVER DIMENSIONS

SCALE: 1" = 4'

STANDARD VALVE VAULT ACCESS HATCH

NOT TO SCALE

LIFT STATION COVER

NOT TO SCALE

STANDARD VAULT HATCH DETAIL

NOT TO SCALE

STANDARD LADDER SECTIONAL VIEW

LIFT STATION - LADDER DETAIL

3" THICK RIGID

POLYSTYRENE INSULATION

LOCATION OF HOIST

HINGED SIDE OF

ACCESS DOORS

LOCATION OF SEWAGE

GRINDER ACCESS DOOR

(2'-0" X 2'-0" CLEAR OPENING)

LOCATION OF PUMP

ACCESS DOOR (3'-6" X

5'-0" CLEAR OPENING)

OPENING FOR CONDUIT LOCATION OF VALVE VAULT

30" X 39" ACCESS HATCH

HINGED SIDE OF

ACCESS DOOR

8" VENTILATION BLOWER VENT

4" SUCTION VENT

WET WELL 4" VENT

INSTALL ACCESS DOOR

SEAL PERIMETER WITH

POLYURETHANE JOINT SEALANT

ANCHOR DOOR FLANGE TO

TOP OF STRUCTURAL SLAB

HOIST PEDESTAL

1" CHAMFER ON

EXPOSED EDGES

11" THICK REINFORCED CONCRETE

COVER W/ #4 REBAR @ 6" O.C. EACH

WAY ON TOP & #5 REBAR @ 6" O.C.

EACH WAY ON BOTTOM. PLACE

EXTRA #5 REBAR AROUND

DOOR OPENINGS

4" STAINLESS STEEL VENT

W/TWO (2) 90° BENDS &

#4 S.S. MESH SCREEN, TYP

INSTALL 3 4"

EXPANSION JOINT

AND SEAL

2" THICK CONCRETE

TOPPING OVER INSULATION

W/WIRE MESH REINFORCEMENT

OF 0.24 SQ. IN. PER FT.

#4 REBAR @ 6" O.C. EACH WAY

ON TOP AND BOTTOM & EXTRA

#4 REBAR AROUND OPENING

3" THICK RIGID POLYSTYRENE

INSULATION

#3 X 10" BAR (STR.)

@ 18" EACH WAY

SECURITY ROOF SCUTTLE COVER

(3 16" THICK ALUMINUM)

ALUMINUM CURB LINER

POLYURETHANE SEALANT

CONCRETE ANCHOR

REBAR

6" THICK PRECAST

CONCRETE TOP

STRUCTURAL SLAB ANCHOR SECURITY ROOF

SCUTTLE TO TOP OF

CONCRETE STRUCTURAL SLAB

TOP RUNG FLUSH WITH

TOP OF COVER SLAB

HINGED SECURITY ROOF SCUTTLE

(3 16" THICK ALUMINUM)

2" CONCRETE TOPPING

3" RIGID POLYSTYRENE

INSULATION

6" PRECAST CONCRETE

TOP STRUCTURAL SLAB

GALVANIZED STEEL

WALL ANCHOR

STRAPS 3 8" THICK

ALUMINUM TELESCOPIC

SAFETY POST

ALUMINUM LADDER

NONSKID STEPS

VAULT FLOOR

(SLOPED TO SUMP)

3/8" THICK ALUMINUM

WALL ANCHOR STRAPS. MECHANICALLY

FASTEN TO LADDER RAIL BRACKETS (S.S.

CAP SCREWS). SECURE WALL STRAPS

TO CONCRETE WITH STAINLESS STEEL

WEDGE ANCHORS.

3" RIGID POLYSTYRENE

INSULATION

VAULT WALL

TELESCOPIC

SAFETY POST

8" BLOWER

VENT

4" SUCTION VENT

2" CONCRETE TOPPING

INDIAN HEA

SERV I CE

1 9

AutoCAD SHX Text

DATE

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REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

DIVISION OF FACILITIES MANAGEMENT

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

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. SAWATZKY, PE

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

RB LIFT STATION REPLACEMENT

AutoCAD SHX Text

L. GAYTON, EI

AutoCAD SHX Text

GP24RB401H02_SHT_PLAN 2

AutoCAD SHX Text

LIFT STATION DETAILS

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

GP24RB401H02

AutoCAD SHX Text

ROSEBUD, SOUTH DAKOTA

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

LIFT STATION DETAILS

AutoCAD SHX Text

NOT TO SCALE

STANDARD SUMP DETAIL

20 AMP RECEPTACLE

200 AMP U.S.E. CABLE

MOTOR

CONTROL

PANEL

INSTALL (7) 2'' & (2) 1" SCH 80 PVC CONDUITS THROUGH CONCRETE PAD. 2" CONDUITS

FOR MAIN ELECTRIC POWER, PUMP CABLES, TRANSDUCER AND FLOAT CABLES,

FUTURE SCADA AND GENERATOR CABLES, EACH HAVING LONG SWEEP 90'S AND

CONDUIT HUBS WITHOUT SHARP EDGES ON THE ENDS. 1" CONDUITS FOR FLOOD

LIGHT & VALVE VAULT WIRING (WITH LONG SWEEP 90).

NOTE:

EACH PUMP AND FLOAT CABLE MUST GO THROUGH AN INDIVIDUAL SEALING

LOCKNUT WHEN EXITING THE CONTROL PANEL.

ALARM SILENCE BUTTON

SWITCH W/OUTDOOR ENCLOSURE

FOR FLOODLIGHT

STANDARD CONTROL PANEL DETAIL

NOT TO SCALE

ALARM LIGHTS SHALL BE FACED TOWARDS THE STREET FOR VISIBILITY

PROVIDE LED LIGHT INSIDE PANEL

WET WELL CONDUIT SUPPORT DETAIL

NOT TO SCALE

FLOAT SWITCH BRACKET

NOT TO SCALE

GATE VALVE AND BOX

NOT TO SCALE

NOTE: ALL GATE VALVES SHALL BE FITTED

WITH AN ADAPTER II CENTERING DEVICE

AT THE TIME OF CONSTRUCTION

YARD HYDRANT

NOT TO SCALE

24"

11" TOP COVER3"

14"

10" 3", TYP

3" TYP

1-1/2"

2' MAX

7' MIN. BURY

27"

28"

18" 2-1/2"

ALUMINUM GRATE

CONDUIT HUBS FOR PUMP

AND TRANSDUCER/FLOAT

CABLES TO BE

NEMA 12 (SCRU-TITE)

MIN. 6" SAND BACKFILL

200 AMP U.S.E. CABLE

TO METER POLE

NON-SHRINK

GROUT

WET WELL WALL

EXTENDED PRECAST 11"

THICK REINFORCED

CONCRETE TOP SLAB

WET WELL CONDUIT

SUPPORT (SEE THIS

SHEET FOR DETAIL)

SCH 80 PVC CONDUIT

INTO WET WELL WITH

CONDUIT HUB W/O

SHARP EDGES

OPERATION LIGHT

"GREEN"

OPERATION LIGHT

"RED"

ALARM HORN

SEALING LOCK NUT CROUSE-HINDS

CG SERIES OR EQUAL

NON-SHRINK GROUT

PANEL STAND TO

BE SKIRTED WITH S.S.

LOUVERED PANELS

SAND BACKFILL

TO EXTENTS OF

CONCRETE COVER

TO FLOOD LIGHTS

CRUSHED

ROCK COVER

10 MIL PE

SHEETING

ANCHOR STAINLESS STEEL STRUT

CHANNEL TO WET WELL COVER.

ATTACH EACH CONDUIT (3) TO

CHANNEL W/STAINLESS STEEL

HANGER BRACKET AND SUSPEND

WITH THREADED ROD. ANCHORS

TO BE STAINLESS STEEL WEDGE TYPE.

S.S. THREADED ROD

PVC CONDUIT

7 16" HOLE FOR ANCHOR

(2 REQUIRED)

3 16" X 1" S.S. FLAT BAR

14" X 4" S.S. ROUND

STOCK (4 REQUIRED)

WELD

COUNDUIT COUPLING FILLED

WITH SEALING COMPOUND,

DUXSEAL OR EQUAL

TO VALVE VAULT (OVERALL POWER)

TO ONSITE GENERATOR

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOX

VALVE STEM

EXTENSION

ADJUSTABLE

VALVE BOX

SET SCREW

LOCKING VALVE

BOX COVER

"SEWER" ON COVER

VALVE BOX ADAPTOR

VACUUM BREAKER

2' X 2' SQUARE CONCRETE PAD

S.S. RISER

DUAL CHECK VALVE

5 CU. FT. CRUSHED ROCK SET

AGAINST UNDISTURBED EARTH

4" X 8" X 16"SOLID

CONCRETE BLOCK

UNDISTURBED SOIL

TOP CAP WITH BOLTS

4"PVC ADAPTER SLIP x MPT

POLYURETHANE SEALANT

PVC SLEEVE

6-6 X 10-10 REINFORCING

WIRE MESH

4" SCH 40 PVC

GEOTEXTILE

INSTALL 3" WIDE STRIP OF

20 MILS POLYETHYLENE

AROUND PIPE UNDER

STAPLE

1" HDPE WATER

SERVICE LINE

1" HDPE X 1" FPT

COMPRESSION

COUPLING

1" X 4" BRASS NIPPLE

3 8" x 12" S.S. STAPLE

(DRIVE IN AT 45°)

PITLESS ADAPTOR

1" FNPT

DRAINAGE SECTION

UNDISTURBED SOIL

INDIAN HEA

SERV I CE

1 9

AutoCAD SHX Text

DATE

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REVISIONS

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INIT.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

DIVISION OF FACILITIES MANAGEMENT

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

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. SAWATZKY, PE

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

RB LIFT STATION DESIGN

AutoCAD SHX Text

L. GAYTON, EI

AutoCAD SHX Text

GP24RB401H02_SHT_PLAN 2

AutoCAD SHX Text

LIFT STATION DETAILS

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

BP24RB401H02

AutoCAD SHX Text

ROSEBUD, SOUTH DAKOTA

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

LIFT STATION DETAILS

AutoCAD SHX Text

13" 19"

16"

42"

10-1/4"

UPPER RAIL GUIDE SUPPORT BRACKET

NOT TO SCALE

TRASH BASKET FRONT VIEW

NOT TO SCALE

TRASH BASKET SIDE VIEW

NOT TO SCALE

TRASH BASKET SIDE VIEW

NOT TO SCALE

12-1/4"

16"

23"

16"

6-1/4" 3"

16-1/4"

NOTE: TRASH BASKET SYSTEM SHALL BE COMPATIBLE

AND OPERATE USING SAME GUIDE RAIL SYSTEM.

S.S TRASH BASKET

LIFTING BAIL

S.S. REMOVABLE

TRASH BASKET

S.S. DUAL RAIL

GUIDE PIPE

S.S. TRASH BASKET/GRINDER

SUPPORT FRAME ASSEMBLY

3 4" SPACING

5 8" DIAMETER

HOLES

2" DIAMETER HOLES

S.S. DUAL RAIL

GUIDE PIPE

2" DIAMETER S.S.

GUIDE RAIL

12" INFLUENT

PIPE

INSTALL STAINLESS STEEL

CONCRETE ANCHORS AND

12" Ø BOLTS (VERIFY BOLT

LENGTH WITH SUPPLIER)

TRIBAL PROGRAMS INV IN EL. = 2696.22'

QUARTERS INV IN EL. = 2691.00'

NEW PS INV OUT EL. = 2690.00'HOSPITAL INV IN EL. = 2690.00'

OLD PS INV OUT EL. = 2690.00'

RIM EL. = 2706.75'

8" DIP TO BE ABANDONED

AND PLUGGED.

8" PVC TO REMAIN

(TRIBAL PROGRAMS)

8" PVC TO REMAIN

(QUARTERS)

NEW 12" PVC TO BE INSTALLED

EXISTING MH TO BE CORED/DRILLED

FOR NEW 12" OUTLET

CONTRACTOR TO GROUT OLD

OUTLET OPENING AND

CONVEYANCE CHANNEL FLOW

PATH

8" PVC TO REMAIN

(HOSPITAL)

INLET MANHOLE - SECTION VIEW AND PLAN VIEW

SCALE: 1" = 40'

CONTRACTOR TO VERIFY ALL INLETS AND

OUTLET LOCATIONS AND DEPTHS AND

TO BE PROVIDED WITHIN PROJECT AS-BUILTS

THIS PIPE CONNECTS

TO WET WELL SHOWN PAGE RIGHT

INDIAN HEA

SERV I CE

1 9

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DATE

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REVISIONS

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INIT.

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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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DIVISION OF FACILITIES MANAGEMENT

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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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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. SAWATZKY, PE

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C. SAWATZKY, PE

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RB LIFT STATION REPLACEMENT

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L. GAYTON, EI

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GP24RB401H02_SHT_PLAN 2

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RB LIFT STATION DESIGN

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C. SAWATZKY, PE

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GP24RB401H02

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ROSEBUD, SOUTH DAKOTA

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LIFT STATION DETAILS

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3" OF 1" - 2" CRUSHED ROCK

12" ALUMINUM STAKE, 6

PER 16' SECTION OF

EDGING STRIP

TOP VIEW

FRONT VIEW

TOP VIEW OF ASSEMBLY POSITION

SLIDE BAR TOP VIEW

SLIDE BAR FRONT VIEW

LOCKING ROD

PIPE SPACERS

PIPE COLLAR LATCH COLLAR

238" O.D.

RECEIVING COLLAR

A VIEW

A-A

PIPE

METHOD OF FASTENING

FABRIC TO LINE POSTS

CORNER OR TERMINAL POST SHOWING FABRIC

FASTENING TRUSS BRACE & TRUSS ROD

LINE POST SET

IN CONCRETE

10 MIL POLY SHEET

DETAIL OF DOUBLE GATE

NOT TO SCALE LINE FENCE DETAIL

NOT TO SCALE

DETAIL OF SLIDING GATE LATCH

NOT TO SCALE

LANDSCAPE EDGING DETAIL

NOT TO SCALE

CHAIN LINK FENCE DETAILS

NOT TO SCALE

X X X

XXX

XXX X X X X X X

X X X X X X

XXX

DETAIL OF FENCE MOUNTED LIGHT

NOT TO SCALE NOTE: RUN 3 4" PVC CONDUIT ALONGSIDE FENCE

POLE AND THEN ATTACH TO FLOOD LIGHT

FACE LIGHT TOWARDS CONTROL PANEL

PLAN VIEW OF CORNER

2" MAX3"

12"

3'-6"

12"

15'

4" 4"

5-3/8"

2-5/8" 1"

7" 1'-7"

4'-2" 2'-1 3/4"

5', MIN

PROPOSED CONCRETE PAD DETAIL

NOT TO SCALE

12"

VERTICAL ARM ON LINE

POST FOR BARBED WIRE

TENSION WIRE

SLIDING GATE LATCH

(SEE THIS SHEET FOR DETAIL)

GATE CATCH

BACKFILL

SOIL MATERIAL

"L-SHAPED" ALUMINUM

MAINTENANCE STRIP, 312" X 18"

1" PVC CONDUIT

TO CONTROL PANEL

3/4" PVC

CONDUIT

TO FLOOD

LIGHT

RECEIVER COLLAR

LOCKING ROD

LATCH COLLAR PIPE COLLAR

SLIDE BAR

PIPE COLLAR

LATCH COLLAR

12" ELASTIC LOCK NUTS

RECEIVER

COLLAR

PIPE COLLAR

3 4" PIPE SPACERS

12" X 312" BOLTS

212" X 5" X 3 16"

RECT. TUBE

17 8" O.D. PIPE

BOLTS

12" X 312"

3 4" I.D. PIPE SPACERS

LINE POST

CHAIN LINK

FABRIC

TRUSS ROD

TRUSS BRACE

CORNER POST

WIRE CLIP

LINE POST

CORNER OR TERMINAL

POST CAP

CORNER OR TERMINAL

POST

TRUSS BRACE

TENSION STRAP

TURNBUCKLE

TRUSS ROD

UNDISTURBED

EARTH

FLOOD LIGHT WITH POLE

TOP MOUNTING BRACKET

VERTICAL ARM ON LINE

POST FOR BARBED WIRE

ASPHALT, CONCRETE OR

GRASS SURFACING BASED

ON EXISTING CONDITIONS

OR AS INDICATED ON THE

PLAN DRAWINGS

GATE CATCH

CHAIN LINK FENCE FABRIC

LOCKING ROD

4" ROD

#3 REBAR @ 18" O.C.

EACH WAY

24" OF GRAVEL PACK

BENEATH CONCRETE PADS

OR TO UNDISTURBED GROUND

INDIAN HEA

SERV I CE

1 9

AutoCAD SHX Text x

AutoCAD SHX Text

DATE

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REVISIONS

AutoCAD SHX Text

INIT.

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SCALE:

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FILE NAME:

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LAYOUT NAME:

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

DIVISION OF FACILITIES MANAGEMENT

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

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. SAWATZKY, PE

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

RB LIFT STATION REPLACEMENT

AutoCAD SHX Text

L. GAYTON, EI

AutoCAD SHX Text

GP24RB401H02_SHT_PLAN 2

AutoCAD SHX Text

RB LIFT STATION DETAILS

AutoCAD SHX Text

C. SAWATZKY, PE

AutoCAD SHX Text

GP24RB401H02

AutoCAD SHX Text

ROSEBUD, SOUTH DAKOTA

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

FENCE DETAILS

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Sheets and Views

1 COVER

2 NOTES AND LEGEND

3 SITE PLAN

4 PROPOSED LIFT STATION PLAN

5 CONNECTING EX. MH TO PROP. LIFT STATION P&P

6 DEMOLITION OF EXISTING LIFT STATION

7 PROPOSED LIFT STATION PLAN-VIEW

8 PROPOSED LIFT STATION SECTION-VIEW

9 LIFT STATION DETAILS

10 LIFT STATION DETAILS

11 LIFT STATION DETAILS

12 FENCE DETAILS

File details come from the government source that posted it. Updated Dec 9, 2025.