Attachment 3 Drawings.pdf

PDF 7 MB Posted

Attached to
Big Bend Sewer Renovation Federal contract opportunity
Solicitation number
75H70123R00068
Issued by
Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI ·

This document package includes construction drawings and specifications for the Big Bend Sewer Renovation project on the Crow Creek Reservation in South Dakota. The drawings depict the location of existing sewer mains and manholes to be replaced or renovated, including plan, profile and detail views. Replacement work includes approximately 2,700 linear feet of 8-inch sewer main, rehabilitation of existing manholes, reconnection of sewer laterals, and road bore crossings. Construction will follow established trenching, backfilling and pavement restoration requirements. The related solicitation seeks bids for this sanitation facilities project to be awarded under Solicitation Number 75H70123R00068 by the Indian Health Service.

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Other files for this federal contract opportunity

Other files attached to Big Bend Sewer Renovation, newest first.
File Type Posted
B05 Amendment 2.pdf PDF
B05 Amendment 1.pdf PDF
Attachment 5 Self Performed Calculation Sheet.docx DOCX document
Attachment 7 Key Personnel Resume Form.docx DOCX document
Attachment 6 Specialized Experience Form.docx DOCX document
Attachment 4 Project Location Map.pdf PDF
Attachment 1 Wage Determination SD20230015.pdf PDF
Attachment 2 Specifications.pdf PDF
Attachment 8 Past Performance Questionnaire.docx DOCX document
B01 23R00068.pdf PDF

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1. COVER SHEET & LOCATION MAP

2. NOTES & LEGEND

3. PROJECT LAYOUT

4. PLAN VIEW 1

5. PLAN VIEW 2

6. PLAN VIEW 3

7. PLAN & PROFILE: MH-2 TO LIFT STATION

8. PLAN & PROFILE: MH-10 TO MH-2

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

10. SEWER CONNECTION DETAILS

11. SEWER REPAIR & ROADWAY RESTORATION DETAILS

12. MANHOLE DETAILS

13. PROPOSED MANHOLE GEOMETRY

SHEET INDEX

INDIAN H

EA

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S ERV I CE

1 9

SANITATION FACILITIES CONSTRUCTION

CROW CREEK RESERVATION, SOUTH DAKOTA

BIG BEND COMMUNITY SEWER RENOVATION

PUBLIC LAW 86-121

I.H.S. PROJECT NO. GP-19-J68

SITE MAP LOCATION MAP

TO HIGHMORE

TO

CHAMBERLAIN

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

PROJECT LOCATION

PROJECT LOCATION

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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

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BB_SEWER_LAYOUT

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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 12/22

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N. PALECEK 12/22

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A. WILLIAMS 12/22

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GP-19-J68

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BIG BEND 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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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 & 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).

7. 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.

8. 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

9. THE SEWER MAINS AND MANHOLES WITHIN THE BIG BEND 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. ADDITIONAL

RENOVATION AND REPLACEMENT MAY BE NECESSARY AND WILL BE IDENTIFIED DURING

CONSTRUCTION OF THIS PROJECT. FOOTAGE OF THE 2020 CCTV SURVEY WILL BE MADE

AVAILABLE TO THE BIDDER UPON REQUEST.

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1 9

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

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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)

ROSE DRAPEAU, 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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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

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BB_SEWER_LAYOUT

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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 12/22

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N. PALECEK 12/22

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A. WILLIAMS 12/22

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GP-19-J68

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BIG BEND COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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NOTES & LEGEND

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NICHOLAS W. PALECEK

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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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BB_SEWER_LAYOUT

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SHT 3 - PROJECT LAYOUT

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A. WILLIAMS

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C. SNELL 12/22

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N. PALECEK 12/22

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A. WILLIAMS 12/22

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GP-19-J68

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BIG BEND COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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PROJECT LAYOUT

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MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

MH-6A

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1681.59'

S INV. (IN) = 1672.71'

N INV. (OUT) = 1672.63'

DEPTH = 8.91'

MH-3

#115

#34689

#117

#116

#286 #118

#120

MH-2

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1679.81'

E INV. (IN) = 1690.67'

S INV. (IN) = 1670.62'

W INV. (IN) = 1681.00'

N INV. (OUT) = 1670.58'

DEPTH = 9.22'

MH-6

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1682.31'

S INV. (IN) = 1672.91'

N INV. (OUT) = 1672.86'

DEPTH = 9.38'

A

B

C

INDIAN H

EA

L

TH

SERV I CE

1 9

REPAIR START MH END MH LENGTH OF PIPE

(FT)

SIZE

(IN) MATERIAL START LOCATION FROM

START MH (FT)

END LOCATION FROM

START MH (FT)

LENGTH OF

REPLACEMENT (FT)

A 2 LIFT STATION 65 8 PVC 0 70 70

B 5 2 262 8 PVC 0 262 262

C 6 6A 49 8 PVC 0 49 49

D

6A 5 199 8 PVC

0 14 14

E 148 199 51

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

D

TELEPHONE PEDESTAL

REMOVE AND REPLACE APPROXIMATELY

19 CY OF GRAVEL ROAD

REMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALK

REMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALK

TELEPHONE PEDESTAL

POWER POLE

POWER POLE

POWER POLE POWER POLE

POWER POLE

TELEPHONE PEDESTAL

BIG BEND COMMUNITY LIFT STATION

OVERHEAD ELECTRIC

EXISTING 6" WATER MAIN

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

E

NOTES:

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

8" x 14' SDR-35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

INSTALL APPROX. 83 L.F. OF 16" YELOMINE

SDR-35 YELOMINE CASING PIPE ROAD BORE

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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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BB_SEWER_DS_PLAN

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SHT 4

AutoCAD SHX Text 1" = 40'

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A. WILLIAMS

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C. SNELL 12/22

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N. PALECEK 12/22

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A. WILLIAMS 12/22

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GP-19-J68

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BIG BEND COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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PLAN VIEW 1

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NICHOLAS W. PALECEK

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#22409

#280

#233

#119

#232 #234

MH-10

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1682.23'

SW INV. (IN) = 1672.84'

N INV. (IN) = 1679.87'

E INV. (OUT) = 1672.79'

DEPTH = 9.38'

MH-9

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1684.01'

N INV. (IN) = 1677.51'

S INV. (OUT) = 1677.44'

DEPTH = 6.55'

MH-4

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1685.37'

N INV. (IN) = 1678.07'

S INV. (OUT) = 1678.00'

DEPTH = 7.28'

F

MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

INDIAN H

EA

L

TH

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1 9

REPAIR START MH END MH LENGTH OF PIPE

(FT)

SIZE

(IN) MATERIAL START LOCATION FROM

START MH (FT)

END LOCATION FROM

START MH (FT)

LENGTH OF

REPLACEMENT (FT)

F 4 5 276 8 PVC 102 116 14

G 10 5 346 8 PVC 0 346 346

H 11 10 247 8 PVC 219 247 28

SPARROW COURT

#286 #118

G H

REMOVE AND REPLACE APPROXIMATELY

19 CY OF GRAVEL ROAD

POWER POLE POWER POLE

TELEPHONE PEDESTAL

POWER POLE

OVERHEAD ELECTRIC

OVERHEAD ELECTRIC

TELEPHONE PEDESTAL

TELEPHONE PEDESTAL

EXISTING 6" WATER MAIN

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

REMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALKREMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALK

INSTALL APPROX. 83 L.F. OF 16" YELOMINE

SDR-35 YELOMINE CASING PIPE ROAD BORE

NOTES:

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

8" x 14' SDR-35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

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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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BB_SEWER_DS_PLAN

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SHT 5

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN VIEW 2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

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 X X X X X X X X

X

X X

X X

X X

X

OHOHOHOH

O H

O H

O H

O H

O H

O H

T

T

T

W W

W W

W W W W W W W W

W

WSL WSL WSL

WSL WSL WSL WSL

S

S

S

SSLSSL

SSLSSL

SSL SSL

SSL SSL

S

S S

S

S

S S

S S

S S

S S

S

MH-11

MH-7

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1679.21'

S INV. (IN) = 1674.04'

N INV. (OUT) = 1674.01'

DEPTH = 5.13'

C

MH-6A

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1681.59'

S INV. (IN) = 1672.71'

N INV. (OUT) = 1672.63'

DEPTH = 8.91'

MH-6

REMOVE AND REPLACE

EXISTING MANHOLE

RIM EL. = 1682.31'

S INV. (IN) = 1672.91'

N INV. (OUT) = 1672.86'

DEPTH = 9.38'

INDIAN H

EA

L

TH

SERV I CE

1 9

REPAIR START MH END MH LENGTH OF PIPE

(FT)

SIZE

(IN) MATERIAL START LOCATION FROM

START MH (FT)

END LOCATION FROM

START MH (FT)

LENGTH OF

REPLACEMENT (FT)

C 6 6A 49 8 PVC 0 49 49

I 7 6 232 8 PVC 0 232 232

219TH STREET (CUT ACROSS ROAD)

SPARROW

COURT

BEAR

PLACE

#121 #115

#116 #120

I

REMOVE AND REPLACE APPROXIMATELY

13 CY OF GRAVEL ROAD

TELEPHONE PEDESTAL

TELEPHONE PEDESTAL

OVERHEAD ELECTRIC

EXISTING 6" WATER MAIN POWER POLETELEPHONE PEDESTAL

POWER POLE

EXISTING 6" WATER MAIN

POWER POLEPOWER POLE

POWER

POLE

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

INSTALL APPROX. 28 L.F. OF 16" YELOMINE

SDR-35 YELOMINE CASING PIPE ROAD BORE

NOTES:

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

8" x 14' SDR-35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

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

BB_SEWER_DS_PLAN

AutoCAD SHX Text

SHT 6

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN VIEW 3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

S

S

S

S S

S

S

S o o o oo

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SFM

S

0+00A

0+70A

5+

B

6+00B 6+08B

0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A

INDIAN H

EA

L

TH

S ERV I CE

1 9

MH-2

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00A

RIM EL. = 1679.81'

E INV. (IN) = 1690.67'

S INV. (IN) = 1670.62'

W INV. (IN) = 1681.00'

N INV. (OUT) = 1670.58'

DEPTH = 9.22'

BIG BEND LIFT STATION

STA. 0+70A

RIM EL. = 1681.28'

S INV. (IN) =1670.66'

BIG BEND LIFT STATION

STA. 0+70A

RIM EL. = 1681.28'

S INV. (IN) =1670.66'MH-2

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00A

RIM EL. = 1679.81'

E INV. (IN) = 1690.67'

S INV. (IN) = 1670.62'

W INV. (IN) = 1681.00'

N INV. (OUT) = 1670.58'

DEPTH = 9.22'

CONNECT PROPOSED PIPE TO EXISTING LIFT STATION

AT EXISTING INVERT ELEVATION

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

EXISTING GRADE

REMOVE AND REPLACE 70 L.F. OF

8" SDR-35 PVC SEWER MAIN TO EXISTING GRADE

EXISTING SEWER FORCE MAIN TO BIG BEND LAGOON

(TO REMAIN IN PLACE)

REMOVE AND REPLACE 70 L.F. OF

8" SDR-35 PVC SEWER MAIN @ 0.11%

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

NOTE:

STA. 0+00A TO 0+50A CONSISTS OF PVC PIPE.

STA. 0+50A TO STA. 0+70A CONSISTS OF DUCTILE IRON PIPE.

CONTRACTOR TO FIELD VERIFY SLOPE OF PIPE.

POWER POLE

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

#34689

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

NOTES:

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

8" x 14' SDR 35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

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

BB_SEWER_DS_P&P

AutoCAD SHX Text

SHT 7

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN & PROFILE: MH-2 TO LIFT STATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W W

W W

W W

S S

S S

S

S S

S

WSL WSL

WSLWSL

WSLWSL

S S S S S S S S S S S

S S

S S

S S

SSL

SSLSSL SSL

SSL

SSL

S S

S

S S

S S

4+

C

4+

C

S S

S o o oo o

T

SFM

SFM

S

0+00A

0+

A

0+00B 1+00B

2+00B 3+00B

4+00B

5+00B

6+00B

6+08B

1+00B 2+00B 3+00B 4+00B 5+00B 6+00B 7+00B

INDIAN H

EA

L

TH

S ERV I CE

1 9

MH-2

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 6+08B

RIM EL. = 1679.81'

E INV. (IN) = 1690.67'

S INV. (IN) = 1670.62'

W INV. (IN) = 1681.00'

N INV. (OUT) = 1670.58'

DEPTH = 9.22'

MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

STA.3+46B

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

MH-10

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00B

RIM EL. = 1682.23'

SW INV. (IN) = 1672.84'

N INV. (IN) = 1679.87'

E INV. (OUT) = 1672.79'

DEPTH = 9.38'

MH-2

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 6+08B

RIM EL. = 1679.81'

E INV. (IN) = 1690.67'

S INV. (IN) = 1670.62'

W INV. (IN) = 1681.00'

N INV. (OUT) = 1670.58'

DEPTH = 9.22'

MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 3+46B

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

MH-10

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00B

RIM EL. = 1682.23'

RIM EL. = 1682.23'

SW INV. (IN) = 1672.84'

N INV. (IN) = 1679.87'

E INV. (OUT) = 1672.79'

DEPTH = 9.38'

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

EXISTING GROUND

EXISTING GRADE

REMOVE AND REPLACE 346 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.46%

REMOVE AND REPLACE 262 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.23%

REMOVE AND REPLACE 262 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.23%

REMOVE AND REPLACE 346 L.F. OF8" SDR-35 PVC SEWER MAIN @ 0.46%

SPARROW

COURT

#286

#117 #119

#120 #116

#34689

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

REMOVE AND REPLACE APPROXIMATELY

19 CY OF GRAVEL ROAD

REMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALK

REMOVE AND REPLACE APPROXIMATELY

1 CY OF CONCRETE SIDEWALK

POWER POLE

TELEPHONE PEDESTAL

POWER POLE

OVERHEAD ELECTRICOVERHEAD ELECTRIC

EXISTING 6' WATER MAIN

POWER POLE

BIG BEND LIFT STATION

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

INSTALL APPROX. 83 L.F. OF 16" YELOMINE

SDR-35 YELOMINE CASING PIPE ROAD BORE

NOTES:

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

8" x 14' SDR-35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

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

BB_SEWER_DS_P&P

AutoCAD SHX Text

SHT 8

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN & PROFILE: MH-10 TO MH-2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

X X

X X

X X

X X

X X

X X

X X

X

O H

O H

OH

OH

OH

OH OH OH OH OH OH

W

W

W

SL

W

SL

W

SL

SSS

S S

S S

S S

S

SSL

SSL

SSL

SSL

SSL

SSL

SSL

S

S

S

S

0+00C 1+00C 2+00C

3+00C 4+00C 4+80C

S S S S S

T

T

T

3+

B

4+

B

S S S S S S

0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C

INDIAN H

EA

L

TH

SERV I CE

1 9

MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 4+80C

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

MH-6

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 2+32C

RIM EL. = 1682.31'

S INV. (IN) = 1672.91'

N INV. (OUT) = 1672.86'

DEPTH = 9.38'

MH-7

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00C

RIM EL. = 1679.21'

S INV. (IN) = 1674.04'

N INV. (OUT) = 1674.01'

DEPTH = 5.13'

MH-7

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 0+00C

RIM EL. = 1679.21'

S INV. (IN) = 1674.04'

N INV. (OUT) = 1674.01'

DEPTH = 5.13'

MH-6

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 2+32C

RIM EL. = 1682.31'

S INV. (IN) = 1672.91'

N INV. (OUT) = 1672.86'

DEPTH = 9.38'

MH-6A

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 2+81C

RIM EL. = 1681.59'

S INV. (IN) = 1672.71'

N INV. (OUT) = 1672.63'

DEPTH = 8.91'

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

CONNECT PROPOSED PIPE TO

PROPOSED MANHOLE AT

EXISTING INVERT ELEVATION

EXISTING GRADE

REMOVE AND REPLACE 232 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.47%

REMOVE AND REPLACE 49 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.31%

REMOVE AND REPLACE 232 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.47%

REMOVE AND REPLACE 49 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.31%

219TH

STR

EET (C

U

T AC

R

O

SS R

O

AD

CONTRACTOR TO RECONNECT

ALL SEWER SERVICE LINES

#115

#116 #117

#286

#280

REMOVE AND REPLACE 14 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.72%

REMOVE AND REPLACE 51 L.F. OF

8" SDR-35 PVC SEWER MAIN @ 0.72%

MH-6A

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 2+81C

RIM EL. = 1681.59'

S INV. (IN) = 1672.71'

N INV. (OUT) = 1672.63'

DEPTH = 8.91'

#34689

CONTRACTOR TO RECONNECT ALL SEWER SERVICE LINES

MH-5

REMOVE AND REPLACE

EXISTING MANHOLE

STA. 4+80C

RIM EL. = 1680.94'

S INV. (IN) = 1671.19'

W INV. (IN) = 1671.20'

N INV. (IN) = 1671.28'

E INV. (OUT) = 1671.27'

DEPTH = 9.66'

REMOVE AND REPLACE 14 L.F. OF 8" SDR-35 PVC SEWER MAIN @ 0.72%

REMOVE AND REPLACE 51 L.F. OF

8" SDR-35 PVC SEWER MAIN @ 0.72%

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

CONTRACTOR TO RECONNECT ALL SEWER SERVICE LINES

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

REMOVE AND REPLACE APPROXIMATELY

13 CY OF GRAVEL ROAD

POWER

POLE

TELEPHONE

PEDESTAL

POWER POLE

OVERHEAD ELECTRIC

TELEPHONE

PEDESTAL

TELEPHONE PEDESTAL

POWER POLE

POWER POLE

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

EXISTING 8" SEWER MAIN

(TO REMAIN IN PLACE)

INSTALL APPROX. 28 L.F. OF 16" YELOMINE

SDR-35 YELOMINE CASING PIPE ROAD BORE

NOTES:

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

8" x 14' SDR-35 SEWER MAIN UNLESS THERE IS A DIFFERENCE IN

LENGTH OF REPLACEMENT NOTED IN THE TABLE BELOW.

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.

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.

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

BB_SEWER_DS_P&P

AutoCAD SHX Text

SHT 9

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PLAN & PROFILE: MH-7 TO MH-5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

INDIAN H

EA

L

TH

S ERV I CE

1 9

12" TO 24" PLUS PIPE

DIAMETER

12" MAX.

6" MIN.

12"

1/2 PIPE

DIAMETER

4"

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 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

NON-SHRINK GROUT

PVC PIPE

SURESEAL GASKET

PVC SANDED MANHOLE ADAPTER

CORE OPENING PER MANUFACTURER

RECOMMENDATIONS

SEWER SERVICE CONNECTION - PLAN VIEW

NOT TO SCALE

TRENCH WALL

GASKETED WYE FITTING INLINE

W/NEW SEWER

45° BEND W/RISER PIPE

(WHEN REQUIRED)

SERVICE LINE

N

EW

SAN

ITAR

Y SEW

ER

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

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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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BB_SEWER_DETAILS

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SHT 10

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NOT TO SCALE

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A. WILLIAMS

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C. SNELL 12/22

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N. PALECEK 12/22

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A. WILLIAMS 12/22

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GP-19-J68

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BIG BEND COMMUNITY SEWER RENOVATION

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CROW CREEK RESERVATION, SOUTH DAKOTA

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SEWER CONNECTION DETAILS

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NICHOLAS W. PALECEK

L

TH

S ERV I CE

1 9

FLOW

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 EQAUL

CUT EXISTING PIPE

PROPOSED REPAIR NEAR EXISTING JOINT

NOT TO SCALE

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:

VERIFY EXISTING PIPE AND SIZE MATERIAL.

REMOVE & REPLACE

EXISTING MANHOLE

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, WHICH EVER 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

AutoCAD SHX Text

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

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

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DRAWN BY:

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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

BB_SEWER_DETAILS

AutoCAD SHX Text

SHT 11

AutoCAD SHX Text

NOT TO SCALE

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A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

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N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

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BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

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SEWER REPAIR & ROADWAY RESTORATION DETAILS

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AutoCAD SHX Text

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NICHOLAS W. PALECEK

L

TH

S ERV I CE

1 9

27" I.D.

48" I.D.

6"

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

6"

7' MAX.

6"

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 BUTLY RUBBER WATER STOP.

5. GROUT LIFT RINGS WITH NON-SHRINK GROUT.

6. INSTALL STEPS AND COVER OVER OUTLET PIPE.

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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:

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

BB_SEWER_DETAILS

AutoCAD SHX Text

SHT 12

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

MANHOLE DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

S S

S

S S

S S

S

S

S

S S

S S

S S

S S S S S

S S

S S

S S

S S

S

S

S

S

S S

S S S

S S

S S

S S

S

S S

INDIAN H

EA

L

TH

SERV I CE

1 9

PROPOSED MH-4 PROPOSED MH-5

PROPOSED MH-7PROPOSED MH-6PROPOSED MH-6A

PROPOSED MH-9 PROPOSED MH-10

PROPOSED MH-2

74°

96°

106°

84°

87°

82°

98°

93°

168°

166°

178°

87°

179°

172°

84°

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

BB_SEWER_DETAILS

AutoCAD SHX Text

SHT 13

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

A. WILLIAMS

AutoCAD SHX Text

C. SNELL 12/22

AutoCAD SHX Text

N. PALECEK 12/22

AutoCAD SHX Text

A. WILLIAMS 12/22

AutoCAD SHX Text

GP-19-J68

AutoCAD SHX Text

BIG BEND COMMUNITY SEWER RENOVATION

AutoCAD SHX Text

CROW CREEK RESERVATION, SOUTH DAKOTA

AutoCAD SHX Text

PROPOSED MANHOLE GEOMETRY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NICHOLAS W. PALECEK

Sheets and Views
BB_Sewer_Layout-SHT 1 - COVER
BB_Sewer_Layout-SHT 2 - NOTES & LEGEND
BB_Sewer_Layout-SHT 3 - PROJECT LAYOUT
BB_Sewer_DS_Plan-SHT 4
BB_Sewer_DS_Plan-SHT 5
BB_Sewer_DS_Plan-SHT 6
BB_Sewer_DS_P&P-SHT 7_MH-2 TO TO LS
BB_Sewer_DS_P&P-SHT 8_MH-2 TO MH-10
BB_Sewer_DS_P&P-SHT 9_MH-7 TO MH-5
BB_Sewer_Details-SHT 10
BB_Sewer_Details-SHT 11
BB_Sewer_Details-SHT 12
BB_Sewer_Details-SHT 13

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