Attachment J02 Plans.pdf

PDF 3 MB Posted Nov 14, 2024

Attached to: Crow Creek Community Sewer Renovation
Solicitation number: 75H70125R00010
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Nov 14, 2024

This document is a set of drawings and plans for the Crow Creek Community Sewer Renovation project. The project is to renovate the existing community sewer system in Crow Creek, South Dakota, which serves the Crow Creek Reservation. The drawings provide detailed plans for replacing sewer mains, manholes, and service lines throughout the community. Key details include:

The total performance period is 120 calendar days after receipt of Notice to Proceed. The project is being solicited by the Department of Health and Human Services Indian Health Service under Solicitation Number 75H70125R00010. The drawings specify 8-inch SDR-35 PVC sewer mains, replacement of existing manholes, and details for sewer service connections and roadway restoration. Approximately 1,250 linear feet of sewer main will be replaced. The project also includes construction of a new diversion manhole to connect the sewer system to the existing community lift station.

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Other files

File	Type	Posted
B05 Amendment No. A00003.pdf	PDF	Dec 9, 2024
B05 A3-1 Pre-Proposal Inquiries 1-7.pdf	PDF	Dec 9, 2024
B05 A2-1 Pre-Proposal Inquiries 1-5.pdf	PDF	Dec 2, 2024
Attachment J11 CC Community Sewer As-built (1975).pdf	PDF	Dec 2, 2024
Attachment J09 2020 Crow Creek Report.pdf	PDF	Dec 2, 2024
B05 Amendment No. A00002.pdf	PDF	Dec 2, 2024
Attachment J10 2024 Crow Creek Report.pdf	PDF	Dec 2, 2024
B05 Amendment No. A00001.pdf	PDF	Nov 22, 2024
Attachment J03 Map of Project Location.pdf	PDF	Nov 14, 2024
Attachment J06 Self Performed Calculation Sheet.docx	DOCX document	Nov 14, 2024
B01 RFP 75H70125R00010 Crow Creek.pdf	PDF	Nov 14, 2024
Attachment J04 Wage Determination SD20240032 01.05.2024.pdf	PDF	Nov 14, 2024
Attachment J08 Past Performance Questionnaire.docx	DOCX document	Nov 14, 2024
Attachment J01 Specifications.pdf	PDF	Nov 14, 2024
Attachment J05 Price Schedule.xlsx	XLSX spreadsheet	Nov 14, 2024
Attachment J07 Company Specialized Experience Construction Form.docx	DOCX document	Nov 14, 2024

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SHEET INDEX

SANITATION FACILITIES CONSTRUCTION

CROW CREEK RESERVATION, SOUTH DAKOTA

CROW CREEK COMMUNITY SEWER RENOVATION

PUBLIC LAW 86-121

I.H.S. PROJECT NO. GP-22-K29

SITE MAP LOCATION MAP

INDIAN

E A

L T

H S E R V I C E

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

E C

HYDE CO.

BUFFALO CO.

LYMAN CO.

MAC'S

CORNER

SHELBY

BIG BEND DAM

PROJECT

LOCATION

PROJECT

AREA

1. COVER SHEET & LOCATION MAP

2. NOTES & LEGEND

3. PROJECT LAYOUT

4. PLAN VIEW: MH-11 TO MH-12

5. PLAN & PROFILE: MH-12 TO MH-7

6. PLAN VIEW: MH-7 TO MH-9

7. PLAN & PROFILE: MH-8 TO MH-5

8. PLAN & PROFILE: MH-6 TO MH-4

9. PLAN & PROFILE: MH-4 TO MH-1

10. SEWER CONNECTION DETAILS

11. SEWER REPAIR & ROADWAY RESTORATION DETAILS

12. MANHOLE DETAILS

13. DIVERSION MANHOLE DETAILS

14. MANHOLE GEOMETRY

15. IIJA REQUIRED SIGNAGE - DETAIL 1

16. IIJA REQUIRED SIGNAGE - DETAIL 2

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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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SHEET

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

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CC_SEWER_LAYOUT (09.06)

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SHT 1 - COVER

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NOT TO SCALE

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A. WILLIAMS

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C. SNELL 8/24

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N. PALECEK 8/24

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A. WILLIAMS 8/24

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GP-22-K29

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CROW CREEK COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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COVER SHEET & LOCATION MAP

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NICHOLAS W. PALECEK

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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

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L T

H S E R V I C E

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.

8. THE SEWER MAINS AND MANHOLES WITHIN THE CROW CREEK COMMUNITY WERE INSPECTED

DURING A CLOSED CIRCUIT TELEVISION (CCTV) SURVEY IN 2020. RENOVATION AND

REPLACEMENT DECISIONS WERE MADE BASED ON THE CCTV FOOTAGE OBTAINED DURING

SURVEY AND VISUAL INSPECTIONS PERFORMED BY I.H.S. PERSONNEL. FOOTAGE OF THE 2020

CCTV SURVEY WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST. ADDITIONAL

RENOVATION AND REPLACEMENT MAY BE NECESSARY AND WILL BE IDENTIFIED DURING

CONSTRUCTION OF THIS PROJECT.

CONTACTS

ENGINEERING

INDIAN HEALTH SERVICE

PIERRE DISTRICT OFFICE

420 S. GARFIELD AVE., STE. 200

PIERRE, SD 57501

NICK PALECEK, PE, DISTRICT ENGINEER

AMANDA WILLIAMS, PROJECT ENGINEER

TELE: 605-224-1644

TELE: 605-224-1704

OWNER

CROW CREEK SIOUX TRIBE

100 DRIFTING GOOSE DR.

P.O. BOX 50

FORT THOMPSON, SD 57339

TELE: 605-245-2221

CONTACTS (CONT.)

TERO OFFICE (CROW CREEK SIOUX TRIBE)

DESTINY GORNEAU, DIRECTOR

100 DRIFTING GOOSE DR.

P.O. BOX 50

FORT THOMPSON, SD 57339

TELE: 605-245-2221

THPO OFFICE (CROW CREEK SIOUX TRIBE)

MERLE MARKS, DIRECTOR

100 DRIFTING GOOSE DR.

P.O. BOX 50

FORT THOMPSON, SD 57339

TELE: 605-245-2221

UTILITIES

ONE CALL (SOUTH DAKOTA)

TELE: 1-800-781-7474

ELECTRIC

CENTRAL ELECTRIC COOP.

P.O. BOX 850

MITCHELL, SD 57301

TELE: 605-966-7516

CROW CREEK SIOUX TRIBAL UTILITIES

DON BIG EAGLE

P.O.BOX 50

FORT THOMPSON, SD 57339

TELE: 605-730-4388

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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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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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CC_SEWER_LAYOUT (09.06)

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SHT 2 - NOTES & LEGEND

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NOT TO SCALE

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A. WILLIAMS

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C. SNELL 8/24

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N. PALECEK 8/24

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A. WILLIAMS 8/24

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GP-22-K29

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CROW CREEK COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NOTES & LEGEND

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S S

SSSS

S S

S S S S S S S

S S

SFM

X X

INDIAN

E A

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H S E R V I C E

C A

U E

D AVENUE

SHEET 9

SHEET 7

SHEET 8

SHEET 6

SHEET 5

MH-10

MH-11

MH-12

MH-8

MH-9MH-6

MH-4

MH-1

MH-3EXISTING MH-2

MH-7

MH-5

CROW CREEK COMMUNITY LIFT STATION

PROPOSED MH-2

SEWER FORCE MAIN TO EXISTING CROW CREEK LAGOONS

ABANDONED LAGOON

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HEALTH & ENGINEERING

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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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CC_SEWER_LAYOUT (09.06)

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SHT 3 - PROJECT LAYOUT

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A. WILLIAMS

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C. SNELL 8/24

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N. PALECEK 8/24

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A. WILLIAMS 8/24

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GP-22-K29

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CROW CREEK COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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PROJECT LAYOUT

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NICHOLAS W. PALECEK

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SSL

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OH OH OH OH OH OH OH OH OH OH OH

O H

SSL

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1+00A 2+00A 3+00A 3+22A

SSL

S S

INDIAN

H E

A L

T H

S E R V I C E

MH-12

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00A

RIM EL. = 1451.53'

INV. IN EL. (E) = 1443.37'

INV. OUT EL. (N) = 1443.27'

DEPTH = 8.26'

MH-11

REMOVE & REPLACE

EXISTING MANHOLE

STA. 3+22A

RIM EL. = 1457.41'

INV. IN EL. (NE) = 1447.33'

INV. OUT EL. (W) = 1447.23'

DEPTH = 10.20'

NOTES:

1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

REMOVE & REPLACE 14 L.F. OF 8"

SDR-35 PVC GRAVITY SEWER MAIN

STA. 3+08A TO STA. 3+22A

#249 #248 #247 #246

#154 #314

#1308

OVERHEAD ELECTRIC

LIGHT POLE

POWER POLE

LIGHT POLE

EXISTING WATER MAIN

ALIGNMENT B

REMOVE & REPLACE

APPROX. 2 C.Y. OF

ASPHALT ROADWAY

REMOVE & REPLACE

APPROX. 4 C.Y. OF

ASPHALT ROADWAY

A AVENUE

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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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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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CC_SEWER_DS (09.06)_ALIGNAD

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SHT 4

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A. WILLIAMS

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C. SNELL 8/24

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N. PALECEK 8/24

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A. WILLIAMS 8/24

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GP-22-K29

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CROW CREEK COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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PLAN VIEW: MH-11 TO MH-12

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NICHOLAS W. PALECEK

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NOTES:

1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

6. ASPHALT REPLACEMENT AROUND MH-12 HAS BEEN ACCOUNTED FOR

ON SHEET 4.

#249 #143

#144

HORIZONTAL SCALE: 1" = 40'

VERTICAL SCALE: 1" = 5'

MH-12

REMOVE & REPLACE

EXISTING MANHOLE

STA. 2+94B

RIM EL. = 1451.53'

INV. IN EL. (E) = 1443.37'

INV. OUT EL. (N) = 1443.27'

DEPTH = 8.26'

MH-7

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00B

RIM EL. = 1447.12'

INV IN EL. (S) = 1442.11'

INV OUT EL. (E) = 1441.42'

DEPTH = 5.62'

REMOVE & REPLACE APPROX. 294 L.F. OF 8" SDR-35 PVC GRAVITY SEWER MAIN

REMOVE & REPLACE APPROX. 294 L.F. OF 8" SDR-35 PVC GRAVITY SEWER MAIN @ 0.39%

MH-12

REMOVE & REPLACE

EXISTING MANHOLE

STA. 2+94B

RIM EL. = 1451.53'

INV. IN EL. (E) = 1443.37'

INV. OUT EL. (N) = 1443.27'

DEPTH = 8.26'MH-7

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00B

RIM EL. = 1447.12'

INV IN EL. (S) = 1442.11'

INV OUT EL. (E) = 1441.42'

DEPTH = 5.62'

EXISTING GRADE

ALIGNMENT AALIGNMENT C

OVERHEAD ELECTRIC

POWER POLE

LIGHT POLE

EXISTING WATER MAIN

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OFFICE OF ENVIRONMENTAL

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1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

INDIAN

H E

A L

T H

S E R V I C E

EXISTING MH-9

STA. 2+75D

#143 #142 #141 #140

#332 #331

#144

#145

EXISTING WATER MAIN

OVERHEAD ELECTRIC

POWER POLE

LIGHT POLE

ALIGNMENT E

ALIGNMENT B

B AVENUE

N U

OVERHEAD ELECTRIC

REMOVE & REPLACE 28 L.F. OF 8" CONCRETE GRAVITY

SEWER MAIN WITH 8" SDR-35 PVC GRAVITY SEWER MAIN

STA. 0+00D TO STA. 0+28D

MH-7

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00B

RIM EL. = 1447.12'

INV IN EL. (S) = 1442.11'

INV OUT EL. (E) = 1441.42'

DEPTH = 5.62' MH-8

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00D

RIM EL. = 1448.50'

INV. IN EL. (E) = 1441.72'

INV. IN EL. (W) = 1441.72'

INV. OUT EL. (N) = 1441.06'

DEPTH = 7.38'

REMOVE & REPLACE APPROX. 4 C.Y.

OF ASPHALT ROADWAY

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HEALTH & ENGINEERING

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CHECKED BY:

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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

CC_SEWER_DS (09.06)_ALIGNAD

AutoCAD SHX Text

SHT 6

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN VIEW: MH-7 TO MH-9

AutoCAD SHX Text

NICHOLAS W. PALECEK

AutoCAD SHX Text

X X

W W

WWWWWWWWWWW

W W

3+54E

0+00E

1+00E 2+00E 3+00E

WSL

WSLWSL

SSL

SSL SSL

SSL

SSLS

OHOHOHOH

SSL

WSL WSL WSL

45 14

S S

S S S S S S S S S S S S

S S

S S S S

0+00B1+00B

INDIAN

H E

A L

T H

S E R V I C E

NOTES:

1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

6. ASPHALT REPLACEMENT AROUND MH-8 AND MH-5 IS ACCOUNTED ON

SHEETS 6 AND 8 RESPECTIVELY.

#144 #145 #146

#331

#148

#147

#142

#149#152

HORIZONTAL SCALE: 1" = 40'

VERTICAL SCALE: 1" = 5'

STA. 3+27E

EXISTING PIPE CHANGES FROM

CONCRETE TO CAST IRON

MH-8

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00E

RIM EL. = 1448.50'

INV. IN EL. (W) = 1441.06'

INV. IN EL. (E) = 1441.72'

INV. OUT EL. (N) = 1441.06'

DEPTH = 7.38'

MH-5

REMOVE & REPLACE

EXISTING MANHOLE

STA. 3+54E

RIM EL. = 1444.05'

INV. IN EL. (S) = 1438.32'

INV. IN EL. (E) = 1438.25'

INV. OUT EL. (W) = 1438.18'

DEPTH = 6.80'

STA. 0+00E TO STA. 3+27E

REMOVE & REPLACE APPROX. 327 L.F. OF 8" CONCRETE SEWER MAIN WITH 8" SDR-35 PVC SEWER MAIN @ 0.78%

STA. 3+27E TO 3+45E

REMOVE & REPLACE APPROX. 27 L.F. OF 8" CAST IRON SEWER MAIN WITH 8" SDR-35 SEWER MAIN @ 0.78%

REMOVE & REPLACE 354 L.F. OF 8" CONCRETE SEWER MAIN WITH 8" SDR-35 PVC SEWER MAIN @ 0.78%

MH-5

REMOVE & REPLACE

EXISTING MANHOLE STA.

3+54E

RIM EL. = 1444.05'

INV. IN EL. (S) = 1438.32'

INV. IN EL. (E) = 1438.25'

INV. OUT EL. (W) = 1438.18'

DEPTH = 6.80'

MH-8

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00E

RIM EL. = 1448.50'

INV. IN EL. (W) = 1441.06'

INV. IN EL. (E) = 1441.72'

INV. OUT EL. (N) = 1441.06'

DEPTH = 7.38'

LIGHT POLE

EXISTING WATER MAIN

ALIGNMENT D

U E

C A

U E

REMOVE & REPLACE APPROX. 42 C.Y.

OF ASPHALT ROADWAY

ALIGNMENT F

D AVENUE

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

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115TH 4TH AVE SE; FEDERAL BUILDING RM 309

AutoCAD SHX Text

ABERDEEN, SD 57401

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text 7 - E

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

PLAN & PROFILE: MH-8 TO MH-5

AutoCAD SHX Text

CC_SEWER_DS (09.06)_ALIGNBE

AutoCAD SHX Text

(605) 226-7451

AutoCAD SHX Text

NICHOLAS W. PALECEK

AutoCAD SHX Text

WWWWWWWWW

WSL

SSL

O H

O H O

SSL

1445 1445

S S

S S S S S S S S S S S S

S S

0+00F 1+00F 2+00F 3+00F 4+00F

4+15F

INDIAN

H E

A L

T H

S E R V I C E

#151 #152 #151

#151

#150 #149 #148 #149

MACHINE

SHOP

NOTES:

1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

EXISTING GRADE

MH-4

REMOVE & REPLACE

EXISTING MANHOLE

STA. 4+15F

RIM EL. = 1443.44'

INV. IN EL. (E) = 1437.64'

INV. IN EL. (SE) = 1437.86'

INV. OUT EL. (N) = 1437.61'

DEPTH = 6.93'

MH-6

STA. 0+00F

RIM EL. = 1445.24'

INV. OUT EL. (W) = 1439.80'

DEPTH = 5.99'

REMOVE & REPLACE APPROX. 274 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.57%

REMOVE & REPLACE APPROX. 141 L.F. OF8" SDR-35 PVC SEWER MAIN @ 0.39%

MH-5

REMOVE & REPLACE

EXISTING MANHOLE

STA. 2+74F

RIM EL. = 1444.05'

INV. IN (E) = 1438.25'

INV. IN (S) = 1438.32'

INV. OUT (W) = 1438.18'

DEPTH = 6.80'

MH-4

REMOVE & REPLACE

EXISTING MANHOLE

STA. 4+15F

RIM EL. = 1443.44'

INV. IN EL. (E) = 1437.64'

INV. IN EL. (S) = 1437.86'

INV. OUT EL. (N) = 1437.61'

DEPTH = 6.93'

REMOVE & REPLACE APPROX. 274 L.F. OF 8" PVC SDR-35 SEWER MAIN @ 0.57% REMOVE & REPLACE APPROX. 141 L.F. OF 8" PVC SDR-35 SEWER MAIN @ 0.39%

MH-6

STA. 0+00F

RIM EL. = 1445.24'

INV. OUT EL. (W) = 1439.80'

DEPTH = 5.99'

MH-5

REMOVE & REPLACE

EXISTING MANHOLE

STA. 2+74F

RIM EL. = 1444.05'

INV. IN (E) = 1438.25'

INV. IN (S) = 1438.32'

INV. OUT (W) = 1438.18'

DEPTH = 6.80'

OVERHEAD ELECTRIC

POWER POLE

OVERHEAD ELECTRIC

ALIGNMENT E

C AVENUE

D A

U E

REMOVE & REPLACE

APPROX. 52 C.Y. OF

ASPHALT ROADWAY

REMOVE & REPLACE

APPROX. 1 C.Y. OF GRAVEL

ALIGNMENT G

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

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text

115 4TH AVE SE: FEDERAL BUILDING RM. 309

AutoCAD SHX Text

ABERDEEN, SD 57401

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text 8 - F

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

PLAN & PROFILE: MH-6 TO MH-4

AutoCAD SHX Text

CC_SEWER_DS (09.06)_ALIGNFG

AutoCAD SHX Text (605)226-7451

AutoCAD SHX Text

NICHOLAS W. PALECEK

WSL

SSL

O H

WSL

SSL

S S S

S S

0+00G

1+00G

2+00G

3+00G

4+00G

5+00G

6+00G

6+36G

SFM

INDIAN

H E

A L

T H

S E R V I C E

NOTES:

1. EXCAVATE, REMOVE, AND REPLACE EXISTING 8" SEWER MAIN WITH 8"

SDR-35 SEWER MAIN .

2. MANHOLE REPLACEMENT WILL REQUIRE REPLACEMENT OF A MINIMAL

AMOUNT OF SEWER MAIN AND COUPLINGS. 10 L.F. OF SEWER MAIN

REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION WHERE

SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

3. SEWER WYE REPLACEMENT WILL REQUIRE REPLACEMENT OF A

MINIMAL AMOUNT OF SEWER SERVICE LINE. 10 L.F. OF SEWER

SERVICE LINE REPLACEMENT HAS BEEN ESTIMATED PER

CONNECTION.

4. LOCATIONS OF INDIVIDUAL SERVICE LINES ARE APPROXIMATED.

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF SEWER SERVICE

LINES AND WATER SERVICE LINES.

5. CONNECTION DETAILS ARE SHOWN ON SHEET 10.

6. ASPHALT REPLACEMENT AROUND MH-4 HAS BEEN ACCOUNTED FOR

ON SHEET 8.

7. TREE REMOVAL WILL BE REQUIRED BETWEEN MANHOLES 2 AND 3.

#147

MACHINE

SHOP

REMOVE &

REPLACE APPROX.

3 C.Y. OF GRAVEL

POWER POLE

ALIGNMENT F

MH-3

REMOVE & REPLACE

EXISTING MANHOLE

STA. 1+40G

RIM EL. = 1442.16'

INV. IN EL. (S) = 1435.97'

INV. OUT EL. (NW) = 1435.87'

DEPTH = 6.19'

EXISTING GRADE

PROPOSED MH-2

STA. 3+89G

RIM EL. = 1437.79'

INV. IN EL. (SW) = 1434.54'

INV. OUT EL. (NW) = 1434.44'

DEPTH = 3.30'

MH-4

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00G

RIM EL. = 1443.44'

INV. IN EL. (E) = 1437.64'

INV. IN EL. (S) = 1437.86'

INV. OUT EL. (N) = 1437.61'

DEPTH = 6.93'

MH-4

REMOVE & REPLACE

EXISTING MANHOLE

STA. 0+00G

RIM EL. = 1443.44'

INV. IN EL. (E) = 1437.64'

INV. IN EL. (S) = 1437.86'

INV. OUT EL. (N) = 1437.61'

DEPTH = 6.93'

#151

REMOVE & REPLACE APPROX. 140 L.F. OF

8" SDR-35 PVC SEWER MAIN @ 1.17% REMOVE & REPLACE APPROX. 249 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.53%

OVERHEAD ELECTRIC

EXISTING GRADE

TREE LINE

MH-3

REMOVE & REPLACE

EXISTING MANHOLE

STA. 1+40G

RIM EL. = 1442.16'

INV. IN EL. (S) = 1435.97'

INV. OUT EL. (NW) = 1435.87'

DEPTH = 6.19'

PROPOSED MH-2

STA. 3+89G

RIM EL. = 1437.79'

INV. IN EL. (SW) = 1434.54'

INV. OUT EL. (NW) = 1434.44'

DEPTH = 3.30'

MH-1

REMOVE & REPLACE

EXISTING DIVERSION MANHOLE

STA. 6+36G

RIM EL. = 1440.09'

INV. IN EL. (SE) = 1433.13'

INV. OUT EL. (SW) = 1433.07'

INV. OUT EL. (NW) = 1433.07'

DEPTH = 6.91'

SEE SHEET 13 FOR DETAILS

SEWER FORCE MAIN

TO EXISTING

COMMUNITY LAGOONS

REMOVE & REPLACE 250 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.52%

MH-1

REMOVE & REPLACE

EXISTING DIVERSION MANHOLE

STA. 6+36G

RIM EL. = 1440.09'

INV. IN EL. (SE) = 1433.13'

INV. OUT EL. (SW) = 1433.07'

INV. OUT EL. (NW) = 1433.07'

DEPTH = 6.91'

SEE SHEET 13 FOR DETAILS

EXISTING CROW

CREEK LIFT STATION

WET WELL AND VAULT

REMOVE & REPLACE 249 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.53%

REMOVE & REPLACE APPROX. 250 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.51%

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

NOTE:

ABANDON EXISTING MH-2 LOCATED AT 593983.6020', 2260554.4750'.

STA. 6+36G

CONNECT TO

EXISTING LIFT

STATION (8"

DUCTILE IRON

PIPE)

POWER POLE

OVERHEAD ELECTRIC

EXISTING SEWER

MAIN TO ABANDONED

COMMUNITY LAGOON

NOTE:

POLYSTYRENE INSULATION IS REQUIRED IN AREAS WITH LESS THAN

3 FEET OF COVER.

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

APPROVED BY:

AutoCAD SHX Text

GREAT PLAINS AREA INDIAN HEALTH SERVICE

AutoCAD SHX Text 115 4th Ave SE: FEDERAL BUILDING RM. 309

AutoCAD SHX Text Aberdeen, SD 57401

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text 9 - G

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

PLAN & PROFILE: MH-4 TO MH-1

AutoCAD SHX Text

CC_SEWER_DS (09.06)_ALIGNFG

AutoCAD SHX Text (605)226-7451

AutoCAD SHX Text

NICHOLAS W. PALECEK

INDIAN

E A

L T

H S E R V I C E

12" TO 24" PLUS PIPE

DIAMETER

12" MAX.

6" MIN.

12"

1/2 PIPE

DIAMETER

UNDISTURBED SOIL

BOTTOM OF TRENCH

ROUNDED 1

4 PIPE

CIRCUMFERENCE

HAND COMPACT INITIAL

BACKFILL IN 6" LIFTS

SLOPE OR SHORE AS

REQUIRED PER OSHA

CLEAN SAND OR

CRUSHED ROCK

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

PVC SANDED MANHOLE ADAPTER CONNECTION

NOT TO SCALE

MANHOLE

SIDEWALL

NON-SHRINK GROUT

PVC PIPE

SURESEAL GASKET

PVC SANDED MANHOLE ADAPTER

CORE OPENING PER MANUFACTURER

RECOMMENDATIONS TRENCH WALL

GASKETED WYE FITTING INLINE

W/NEW SEWER

45° BEND W/RISER PIPE

(WHEN REQUIRED)

SERVICE LINE

SAN

ITAR

Y SEW

TRENCH WALL

FINISHED GRADE

2'-0"

VARIES

SOLVENT WELD

END CAP

45° BEND W/ RISER

PIPE(WHEN REQUIRED)

BACKFILL

SEWER SERVICE

CONNECTION

SEWER MAIN

45° MAX.

LENGTH FOR

FOR PAYMENT

SEWER SERVICE CONNECTION DETAIL

NOT TO SCALE

2" x 4" MARKER

INSTALL TO DEPTH

OF SERVICE LINE

SEWER SERVICE CONNECTION - PLAN VIEW

NOT TO SCALE

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

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

CC_SEWER_DETAILS (09.06)

AutoCAD SHX Text

SHT 10

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

SEWER CONNECTION DETAILS

AutoCAD SHX Text

NICHOLAS W. PALECEK

E A

L T

H S E R V I C E

FLOW

NOTES:

1. VARYING MATERIALS MAY REQUIRE RC 501 ROMAC COUPLING, OR EQUAL TO

CONNECT TO PVC SDR 35, ACP, OR VCP.

2. ENSURE UNIFORM SLOPE IS MAINTAINED BETWEEN COUPLINGS.

3. MECHANICAL COMPACTION IS REQUIRED UNDER SECTION OF PIPE TO BE

REPLACED TO PREVENT SETTLEMENT.

3' MIN.

ROMAC 501 SERIES

COUPLER OR EQUAL

REMOVE AND REPLACE

BROKEN PIPE

ROMAC 501 SERIES

COUPLER OR EQUAL

8" SEWER MAIN CUT EXISTING PIPECUT EXISTING PIPE

PROPOSED REPAIR IN CENTER OF PIPE

NOT TO SCALE

3'MIN.

ROMAC 501 SERIES

COUPLER OR EQUAL

CUT EXISTING PIPE

REPAIR NEAR EXISTING

JOINT

8" SEWER MAIN

ROMAC 501 SERIES

COUPLER OR EQUAL

CUT EXISTING PIPE

PROPOSED REPAIR NEAR EXISTING JOINT

NOT TO SCALE

FILL SECTIONCUT SECTION

5' MINIMUM 5' MINIMUM

MIN. COVER

NOTES:

1. LENGTH OF BORE SHALL BE A MINIMUM OF 5' BEYOND THE LENGTH

OUTSIDE SHOULDER WITH A MINIMUM COVER AS SPECIFIED.

2. ALL BORES SHALL BE MADE PERPENDICULAR TO ROADWAY UNLESS

APPROVED BY RESIDENT PROJECT REPRESENTATIVE.

3. INSTALL CASING SPACERS AND END SEALS.

USE STANDARD BENDS

TO MAINTAIN COVER

PROTECTIVE SLEEVES

(TYPICAL)

CARRIER PIPE

YELOMINE CASING

AS SPECIFIED

TOE OF SLOPE

SHOULDER

ROAD SURFACESHOULDER

DITCH

TOE OF

SLOPE

HIGHWAY CROSSING

NOT TO SCALE

EXISTING

GRAVEL

EXISTING

GRAVEL

GRAVEL PATCH, COMPACTED MIN 2" THICK OR

MATCH EXISTING, WHICHEVER IS GREATER

COMPACTED BACKFILL

REMOVE EXISTING GRAVEL SURFACING AND

STOCKPILE MATERIAL (MAX WIDTH OF 12')

GRAVEL ROAD WAY RESTORATION

NOT TO SCALE

TRENCH WALL

SAW CUT

EXISTING SIDEWALK

PRE-MOLDED EXPANSION

JOINT MATERIAL

24" - #4 SMOOTH DOWELTOP OF

SIDEWALK

DRILL EXISTING

SIDEWALK/DRIVEWAY

FOR PLACEMENT OF

SMOOTH DOWELS (18" O.C.)

SIDEWALK REPLACEMENT

NOT TO SCALE

EXISTING

NEW

CASING PIPE

CARRIER PIPE

CASING SPACERS

CASING SPACER

EXISTING

ASPHALT

EXISTING

ASPHALT ASPHALT PATCH, MIN 4" THICK OR MATCH

EXISTING, WHICHEVER IS GREATER

COMPACTED GRAVEL, MIN 8" THICK

COMPACTED BACKFILL

GRIND OR SAWCUT NEAT EDGE ALONG EXISTING

ASPHALT (MAX WIDTH OF 12'). TACK COAT EDGE AT

TIME OF FINAL PAVEMENT PATCH.

BITUMINOUS ROAD WAY RESTORATION

NOT TO SCALE

TRENCH WALL

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

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

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CC_SEWER_DETAILS (09.06)

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SHT 11

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NOT TO SCALE

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A. WILLIAMS

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C. SNELL 8/24

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N. PALECEK 8/24

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A. WILLIAMS 8/24

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GP-22-K29

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CROW CREEK COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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SEWER REPAIR & ROADWAY RESTORATION DETAILS

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NICHOLAS W. PALECEK

E A

L T

H S E R V I C E

27" I.D.

48" I.D.

MANHOLE FRAME & COVER

NEENAH R-1760 - A OR EQUAL

PRE CAST ADJUSTMENT RING

USE AT LEAST ONE BUT NEVER

MORE THAN 12"

REINFORCED CONCRETE

ECCENTRIC CONE SECTION

NEOPRENE OR

POLYPROPYLENE

COATED STEPS

SPACED 16" ON

CENTER

PRECAST REINFORCED

CONCRETE MANHOLE

SECTIONS

SEAL JOINTS WITH MASTIC

STRIP 8" MIN. WIDTH

SLOPE BENCH 1" PER

FOOT TO A POINT 0.8

DIA. ABOVE INVERT

PRECAST OR POURED

REINFORCED CONCRETE

BASE

6" COMPACTED GRAVEL

FINISHED GRADE

GREATER THAN 7',

UP TO 8'

5" MIN.

16"

STANDARD SEWER MANHOLE

NOT TO SCALE

MANHOLE FRAME & COVER NEENAH

R-1760-A OR EQUAL

PRE CAST ADJUSTMENT RING USE AT

LEAST ONE BUT NEVER MORE THAN 12"

NEOPRENE OR POLYPROPYLENE

COATED STEPS SPACED 16" ON

CENTER

PRECAST REINFORCED

CONCRETE MANHOLE

SECTIONS.

REINFORCED CONCRETE TOP

SLAB - SEAL WITH MASTIC STRIP

SLOPE BENCH 1" PER FOOT TO A

POINT 0.8 DIA. ABOVE INVERT

6" COMPACTED GRAVEL

FINAL GRADE

7' MAX.

48" I.D.

16" O.C.

27" I.D.

SHALLOW SEWER MANHOLE

NOT TO SCALE

5"MIN.

SEAL JOINTS WITH MASTIC

STRIP 8" MIN. WIDTH

NOTES:

1. MANHOLES SPECIFIED IN SECTION 02532.

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

3. FRAME COVER IS GASKETED, NON-VENTED, CONCEALED PICK HOLE, AND

LETTERING MARKED "SEWER".

4. SEAL FRAME WITH HYDROPHILIC BUTYL RUBBER WATER STOP.

5. GROUT LIFT RINGS WITH NON-SHRINK GROUT.

6. INSTALL STEPS AND COVER OVER OUTLET PIPE.

REMOVE & REPLACE MANHOLE DETAIL

NOT TO SCALE

INSTALL ROMAC 501 SERIES

COUPLER OR EQUAL

INSTALL UP TO 10' OF SDR-35 PVC

PIPE & CONNECT TO EXISTING PIPE

INSTALL ROMAC 501 SERIES

COUPLER OR EQUAL

INSTALL MANHOLE

BOOT

INSTALL MANHOLE

BOOT

EXISTING PIPE

INSTALL UP TO 10' OF SDR-35 PVC

PIPE & CONNECT TO EXISTING PIPE

EXISTING PIPE

NOTE:

1. VERIFY EXISTING PIPE AND SIZE MATERIAL.

REMOVE & REPLACE

EXISTING MANHOLE

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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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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

CC_SEWER_DETAILS (09.06)

AutoCAD SHX Text

SHT 12

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

MANHOLE DETAILS

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NICHOLAS W. PALECEK

E A

L T

H S E R V I C E

5SURFACE EL. = 1440.09'

48" I.D.5"

INVERT EL. = 1443.07'

FLOW DIVERSION MANHOLE

NOT TO SCALE

PLAN VIEW

PROPOSED 8'' PVC SEWER MAIN

SLOPING FLOW CHANNEL (FORMED IN CONCRETE)

INSTALL HOOK FOR STOP GATE

PROPOSED 4' I.D. PRECAST

CONCRETE MANHOLE

CONCRETE BASE SLAB

EXISTING 8" DUCTILE IRON PIPE TO LIFT STATION

ALUMINUM GATES

MANHOLE STEPS SPACED

16'' ON CENTER IF DEPTH

IS OVER 3 FT.

EXISTING 8'' PVC

SEWER PIPE TO

ABANDONED LAGOON

EMBED NO.-3 REBAR HOOK FOR STOP

GATE STORAGE (BEND AS SHOWN)

PRECAST REINFORCED CONCRETE

MANHOLE SECTION (SEAL JOINTS)

ALUMINUM GUIDE

GRAVEL

REINFORCED CONCRETE BASE SLAB

MH LID & C.I. FRAME NEENAH R-5900-F OR

EQUAL WITH TYPE-D STRAP IRON LOCK

SEAL

SECTION VIEW

10"

15"

11"

1-1/2"

SLOPE 1/2" PER FT.

1/4" THICK ALUMINUM

GATE (PROVIDE 2)

ALUMINUM GUIDE

MANHOLE BASE SLAB

PLAN VIEW

STOP GATE & GUIDE

NOT TO SCALE

1-1/2"

3/8"

SECTION A-A

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DATE

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REVISIONS

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INIT.

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SCALE:

AutoCAD SHX Text

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

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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

AutoCAD SHX Text

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

AutoCAD SHX Text

CC_SEWER_DETAILS (09.06)

AutoCAD SHX Text

SHT 13

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

DIVERSION MANHOLE DETAILS

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NICHOLAS W. PALECEK

SS SSS

S S

SSL

S S S S S S

S S

S S S

S S

S S S

S S

SSL

S S

INDIAN

H E

A L

T H

S E R V I C E

PROPOSED MH-2

NOTES:

1. ALL SEWER MAIN IS 8".

2. ALL EXISTING SEWER MAIN IS ASSUMED TO BE PVC UNLESS OTHERWISE NOTED.

3. ALL SEWER SERVICE LINE IS 4".

4. 10 L.F. OF SEWER MAIN REPLACEMENT HAS BEEN ESTIMATED PER CONNECTION

WHERE SEWER MAIN REPLACEMENT IS NOT ALREADY REQUIRED.

PROPOSED MH-3

90°

145°

91°

92°

91° 91°

RIM EL. = 1443.44'

INV. IN EL. (E) = 1437.64'

INV. IN EL. (SE) = 1437.86'

INV. OUT EL. (N) = 1437.61'

DEPTH = 6.93'

RIM EL. = 1444.05'

INV. IN (E) = 1438.25'

INV. IN (S) = 1438.32'

INV. OUT (W) = 1438.18'

DEPTH = 6.80'

RIM EL. = 1437.79'

INV. IN EL. (SW) = 1434.54'

INV. OUT EL. (NW) = 1434.44'

DEPTH = 3.30'

RIM EL. = 1440.09'

INV. IN EL. (SE) = 1433.13'

INV. OUT EL. (SW) = 1433.07'

DEPTH = 6.91'

RIM EL. = 1451.53'

INV. IN EL. (E) = 1443.37'

INV. OUT EL. (N) = 1443.27'

DEPTH = 8.26'

RIM EL. = 1457.41'

INV. IN EL. (NE) = 1447.33'

INV. OUT EL. (W) = 1447.23'

DEPTH = 10.20'

RIM EL. = 1447.12'

INV IN EL. (S) = 1442.11'

INV OUT EL. (E) = 1441.42'

DEPTH = 5.62'

RIM EL. = 1448.50'

INV. IN EL. (W) = 1441.06'

INV. IN EL. (E) = 1441.72'

INV. OUT EL. (N) = 1441.06'

DEPTH = 7.38'

PROPOSED MH-5PROPOSED MH-4 PROPOSED MH-7

PROPOSED MH-11PROPOSED MH-8 PROPOSED MH-12

84°

180°

140°

RIM EL. = 1442.16'

INV. IN EL. (S) = 1435.97'

INV. OUT EL. (NW) = 1435.87'

DEPTH = 6.19'

60°

180°

90°

DUCTILE IRON PIPE

PROPOSED MH-1

(DIVERSION MANHOLE)

75°

EXISTING SEWER

MAIN TO ABANDONED

LAGOON SEE SHEET 13 FOR

DIVERSION MANHOLE DETAILS

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DATE

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REVISIONS

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INIT.

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SCALE:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

FILE NAME:

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LAYOUT NAME:

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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

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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

CC_SEWER_DETAILS (09.06)

AutoCAD SHX Text

SHT 14

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 8/24

AutoCAD SHX Text

N. PALECEK 8/24

AutoCAD SHX Text

A. WILLIAMS 8/24

AutoCAD SHX Text

GP-22-K29

AutoCAD SHX Text

CROW CREEK COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

MANHOLE GEOMETRY

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NICHOLAS W. PALECEK

Sheets and Views

CC_Sewer_Layout (09.06)-1 - COVER

CC_Sewer_Layout (09.06)-2 - NOTES & LEGEND

CC_Sewer_Layout (09.06)-3 - PROJECT LAYOUT

CC_Sewer_DS (09.06)_AlignAD-4 - A

CC_Sewer_DS (09.06)_AlignBE-5 - B

CC_Sewer_DS (09.06)_AlignAD-6 - CD

CC_Sewer_DS (09.06)_AlignBE-7 - E

CC_Sewer_DS (09.06)_AlignFG-8 - F

CC_Sewer_DS (09.06)_AlignFG-9 - G

CC_Sewer_Details (09.06)-SHT 10

CC_Sewer_Details (09.06)-SHT 11

CC_Sewer_Details (09.06)-SHT 12

CC_Sewer_Details (09.06)-SHT 13

CC_Sewer_Details (09.06)-SHT 14

CC_Sewer_Details (09.06)-SHT 15

CC_Sewer_Details (09.06)-SHT 16

File details come from the government source that posted it. Updated Nov 14, 2024.