B01_RFP_Attachment_J02.2_Crow_Creek_WM_Plans_Final.pdf
PDF 28 MB Posted
- Attached to
- Crow Creek Reservation Water Main Replacement Federal contract opportunity
- Solicitation number
- 19-102-SOL-00014
About this file
RFP Attachment J02.2 Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_Amendment_3.pdf | ||
| B01_RFP_Attachment_J07_Price_Schedule_Breakdown_Rev_2.xlsx | XLSX spreadsheet | |
| B01_RFP_Attachment_J07_Price_Schedule_Breakdown_Rev_1.xlsx | XLSX spreadsheet | |
| B01_RFP_Attachment_J01_-_Wage_Determination_V2.pdf | ||
| B01_Amendment_2.pdf | ||
| B01_Amendment_1.pdf | ||
| B01_RFP_Attachment_J06_-_Key_Personnel_Resume_Form.docx | DOCX document | |
| B01_RFP_Attachment_J04_-_Specialized_Experience_Form_Construction.docx | DOCX document | |
| B01_RFP_Attachment_J03_-_Self_Performed_Calculation_Sheet_(Construction).docx | DOCX document | |
| B01_RFP_Attachment_J01_-_Wage_Determination.pdf | ||
| B01_RFP_Attachment_J02.3_Crow_Creek_WM_Geotechnical_Reports.pdf | ||
| B01_RFP_Final.pdf | ||
| B01_RFP_Attachment_J02.1_F56_Crow_Creek_WM_Specs_Final.pdf | ||
| B01_RFP_Attachment_J05_-_PPQ.docx | DOCX document | |
| B01_RFP_Attachment_J07_Price_Schedule_Breakdown.xlsx | XLSX spreadsheet |
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Text version
INDIAN HEA
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SITE MAP LOCATION MAP
SHEET NO.
SANITATION FACILITIES CONSTRUCTION
CROW CREEK RESERVATION, SOUTH DAKOTA
CROW CREEK WATER MAIN
PUBLIC LAW 86-121
IHS PROJECT NO. AB-14-F56
SHEET INDEX
TO HIGHMORE
TO
CHAMBERLAIN
TO PIERRE
TO WESSINGTON SPRINGS
CROW CREEK
COMMUNITY
FT. THOMPSON
COMMUNITY
STEPHAN
HIGH SCHOOL
BIG BEND
COMMUNITY
TO RELIANCE
A
K
E
S
H
R
P
U
G H
C
O
H Y
D
HYDE CO.
BUFFALO CO.
L Y
M
N
MAC'S
CORNER
SHELBY
BIG BEND DAM
PROJECT LOCATION
SUBJECT
SANITATION FACILITIES CONSTRUCTION
INDIAN HEALTH SERVICE
WATER IMPROVEMENTS
CROW CREEK INDIAN RESERVATION
1. COVER SHEET & LOCATION MAP
2. NOTES & LEGEND
3.-9. ALIGNMENT-A PLAN & PROFILE SHTS
10.-13. LEE'S CORNER TANK DETAILS
14.-26. ALIGNMENT-B PLAN & PROFILE SHTS
27.-39. ALIGNMENT-C PLAN & PROFILE SHTS
40.-42. CROW CREEK TANK DETAILS
43. CONTROL VAULT DRAIN TILE SYSTEM
44. CROW CREEK COMM. VALVE & HYDRANT REPLACE
45. COMMUNITY WATER SERVICE CONNECTIONS
46.-48. BAD NATION COMMUNITY WATER METER PITS
49. BAD NATION TANK ABANDONMENT
50. OSHA TRENCH DETAILS
51.-57. TYPICAL DETAIL SHTS
58.-59. EROSION CONTROL BLANKETS
60. TANK ROOF VENT DETAILS
61.-62. WATER STORAGE TANK FENCE DETAILS
CROW CREEK
TANK
LEE'S CORNER
TANK
ALIGNMENT-A
STA. 0+00A - 168+97A
(PAGES 3-9)
ALIGNMENT-B
STA.0+00B - 352+17B
(PAGES 14-26)
ALIGNMENT-C
STA.0+00C - 359+46C
(PAGES 27-39)
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DATE
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REVISIONS
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INIT.
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
AutoCAD SHX Text 115 4th AVE SE; FEDERAL BUILDING RM 309
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ABERDEEN, SD 57401
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(605) 226-7451
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DETAILS
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SHT-1
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NTS
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J. PETERSEN
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C. SNELL 12.18
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J. PETERSEN 6.18
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S. HYDE 6.18
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IHS PROJECT NO. AB-14-F56
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CROW CREEK WATER MAIN
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CROW CREEK RESERVATION, SOUTH DAKOTA
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COVER SHEET & LOCATION MAP
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AutoCAD SHX Text C R O W
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JASON A. PETERSEN
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GENERAL NOTES
ONE CALL (SOUTH DAKOTA)
TEL: 1-800-781-7474
CROW CREEK SIOUX TRIBE UTILITIES
DON BIG EAGLE
P.O. BOX 50
FORT THOMPSON, SD 57339
TEL: 605-245-2125
CENTRAL ELECTRIC COOP.
P.O. BOX 850
MITCHELL, SD 57301
TEL: 605-966-7516
ENGINEERING:
INDIAN HEALTH SERVICE
PIERRE DISTRICT OFFICE
420 S. GARFIELD
PIERRE, SD 57501
MICHAEL BOLAND, PE, DISTRICT ENGINEER
JASON PETERSEN, PE, PROJECT ENGINEER
TEL: 605-224-1644
TEL: 605-224-1704
TERO OFFICE (CROW CREEK SIOUX TRIBE):
ALFANSO DRAPEAU, DIRECTOR
P.O. BOX 50
FORT THOMPSON, SD 57339
TEL: 605-245-2221
UTILITIES CONTACTS
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.
4. BURY DEPTH OF WATER MAIN AND SERVICES WILL BE BASED ON PROPOSED DITCH GRADES.
HYDRANT BURY DEPTHS MUST MATCH CONNECTING WATER MAIN.
5. PROTECT OR RESTORE ALL LOT CORNERS AND CONTROL POINTS.
6. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT
LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)
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 UTILITY RIGHT OF WAY
CONTROL VAULT WASH CROSSING
RIP RAP
CONTROL POINT
ELECTRIC PED
OVERHEAD POWER
GUY / ANCHOR
MONUMENT
MONITORING WELL
TEMPORARY BENCHMARK
CATV PEDESTALS
TRACER WIRE
CHAIN LINK FENCE
X X X
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SSL
SFM
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COMM
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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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(605) 226-7451
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ABERDEEN, SD 57401
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115 4TH AVE SE: FEDERAL BUILDING RM. 309
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NOTES & LEGEND
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 6.18
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J. PETERSEN 6.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-2
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DETAILS
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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CP
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EPED
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MW
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TBM
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JASON A. PETERSEN
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HWY_34_ALGINMENT-A CONTROL PNTS
Point #
Elevation
1451.27'
1565.93'
1694.08'
1700.15'
Latitude
44° 03' 48.23"
44° 04' 27.70"
44° 04' 38.62"
44° 04' 41.40"
Longitude
-99° 27' 11.03"
-99° 23' 15.91"
-99° 20' 43.88"
-99° 19' 33.36"
Description
CP
CP
CP
CP
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EXISTING GRADE
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
INSTALL 6" SDR-17 PVC
WATER MAIN
EXISTING GRADE
INSTALL 6" SDR-17 PVC
WATER MAIN
SD HWY-34
BRIDGE
BAD NATION
ROAD
STA. 11+75A
INSTALL 6" GATE VALVE & BOX
STA. 17+75A
INSTALL 6" GATE VALVE & BOX
STA. 11+75A
INSTALL 6" GATE VALVE & BOX
STA. 17+75A
INSTALL 6" GATE VALVE & BOX
EXISTING 4" SDR-21
PVC WATER MAIN
EXISTING 6" x 6" x 4"
MJ TEE
EXISTING 6" SDR-21
PVC WATER MAIN
SCALE: N.T.S.
STA. 0+00A CONNECTION TO EXISTING SYSTEM
INSTALL 6" GATE VALVE & BOX
WITH THRUST BLOCK
INSTALL 6" SDR-17
PVC WATER MAIN
INSTALL 6" SDR-17
PVC WATER MAIN
INSTALL THRUST BLOCK
INSTALL 6" GATE VALVE & BOX
WITH THRUST BLOCK
INSTALL 6" GATE
VALVE & BOX
STA. 0+00A
CONNECT TO EXISTING 6" SDR-21 PVC PIPE.
CONTRACTOR TO FIELD VERIFY LOCATION
(SEE THIS SHT FOR DETAIL)
5' MIN.
STA. 10+00A
INSTALL TRACER WIRE BOX
STA. 20+00A
INSTALL TRACER WIRE BOX
STA. 20+00A
INSTALL TRACER WIRE BOX
STA. 10+00A
INSTALL TRACER WIRE BOX
7' MIN. BURY
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WATER MAIN
STA. 0+00A
CONNECT TO EXISTING 6" SDR-21 PVC PIPE.
CONTRACTOR TO FIELD VERIFY LOCATION
(SEE THIS SHT FOR DETAIL)
* TRACER WIRE BOX DETAILS
SEE SHT-56
* GATE VALVE DETAILS SEE SHT-55
* ARV DETAILS SEE SHT-55
* EROSION CONTROL BLANKET DETAILS
SEE SHT-58 & 59
* ALL BENDS WITH MJ FITTINGS TO HAVE
RETAINER GLANDS AND THRUST BLOCKS
INSTALL 6" SDR-17 PVC
WATER MAIN
INCREASE BURY GREATER THAN 7'
STA. 0+47A - 2+31A
STA. 20+66
INSTALL FIRE HYDRANT
W/GATE VALVE
(SEE SHT-52 FOR DETAIL)
STA. 12+50A - 17+50A
INSTALL 500' OF DIRECTIONALLY DRILLED
6" HDPE IPS DR-9 (250 PSI) WATER MAIN
(SEE SHT-53 FOR CONNECTION DETAIL)
STA. 12+50A - 17+50A
INSTALL 500' OF DIRECTIONALLY DRILLED
6" HDPE IPS DR-9 (250 PSI) WATER MAIN
(SEE SHT-53 FOR CONNECTION DETAIL)
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
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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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 0+00A - 28+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-3
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HWY_34_ALIGN-A
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
EXISTING GRADE
INSTALL 6" SDR-21 PVC
WATER MAIN
INSTALL 6" SDR-21 PVC
WATER MAIN
EXISTING GRADE
7' MIN. BURY
7' MIN. BURY
INSTALL 6" SDR-21 PVC
WATER MAIN
INSTALL 6" SDR-21 PVC
WATER MAIN
SD HWY-34
STA. 35+23A
INSTALL AIR RELEASE PIT
STA. 42+00A
INSTALL AIR RELEASE PIT
STA. 42+00A
INSTALL AIR RELEASE PIT
STA. 35+23A
INSTALL AIR RELEASE PIT
STA. 30+00A
INSTALL TRACER WIRE BOX STA. 50+00A
INSTALL TRACER WIRE BOX
STA. 50+00A
INSTALL TRACER WIRE BOX
STA. 40+00A
INSTALL TRACER WIRE BOX
STA. 30+00A
INSTALL TRACER
WIRE BOX
STA. 40+00A
INSTALL TRACER WIRE BOX
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TRANSITION TO 6" SDR-21
PVC WATER MAIN
STA. 32+00A
TRANSITION TO 6" SDR-21
PVC WATER MAIN
STA. 30+70A - 31+90A
INSTALL EROSION CONTROL BLANKET
STA. 35+70A - 36+60A
INSTALL EROSION CONTROL BLANKET
STA. 38+00A - 38+55A
INSTALL EROSION CONTROL BLANKET
STA. 40+63A - 41+35A
INSTALL EROSION CONTROL BLANKET
STA. 54+19A - 55+50A
INSTALL EROSION CONTROL BLANKET
STA. 42+45A - 43+04A
INSTALL EROSION CONTROL BLANKET
INCREASE BURY DEPTH GREATER THAN 7'
STA. 30+85A - 32+47A
INCREASE BURY DEPTH GREATER THAN 7'
STA. 38+00A - 39+68A
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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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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 28+00A - 56+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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EXISTING GRADE
INSTALL 6" SDR-21 PVC
WATER MAIN
EXISTING GRADE
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 77+70A
INSTALL AIR RELEASE PIT
STA. 71+70A
INSTALL AIR RELEASE PIT
STA. 71+70A
INSTALL AIR RELEASE PIT
STA. 77+70A
INSTALL AIR RELEASE PIT
SD HWY-34
7. MIN. BURY
7' MIN. BURY
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
STA. 60+00A
INSTALL TRACER WIRE BOX
STA. 60+00A
INSTALL TRACER WIRE BOX
STA. 70+00A
INSTALL TRACER WIRE BOX
STA. 70+00A
INSTALL TRACER WIRE BOX
STA. 80+00A
INSTALL TRACER WIRE BOX
STA. 80+00A
INSTALL TRACER WIRE BOX
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INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 61+92A - 63+00A
INSTALL EROSION CONTROL BLANKET
STA. 65+00A - 67+62A
INSTALL EROSION CONTROL BLANKET
STA. 68+26A - 71+14A
INSTALL EROSION CONTROL BLANKET
STA. 71+32A - 73+00A
INSTALL EROSION CONTROL BLANKET
STA. 74+18A - 77+60A
INSTALL EROSION CONTROL BLANKET
INSTALL 6" SDR-21 PVC
WATER MAIN
INCREASE BURY DEPTH THAN GREATER 7'
STA. 57+00 - 61+47
STA. 70+50A
INSTALL 6" GATE VALVE & BOX
STA. 70+50A
INSTALL 6" GATE VALVE & BOX
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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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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 56+00A - 84+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-5
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HWY_34_ALIGN-A
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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EXISTING GRADE
INSTALL 6" SDR-26 PVC
WATER MAIN
STA. 110+00A
INSTALL AIR RELEASE PIT
STA. 110+00A
INSTALL AIR RELEASE PIT
SD HWY-34
EXISTING GRADE
INSTALL 6" SDR-21 PVC
WATER MAIN
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-21 PVC
WATER MAIN
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
7' MIN. BURY
7' MIN. BURY
STA. 90+00A
INSTALL TRACER WIRE BOX
STA. 90+00A
INSTALL TRACER WIRE BOX
STA. 110+50A
INSTALL TRACER WIRE BOX
STA. 110+50A
INSTALL TRACER WIRE BOX
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LAT: 44° 04' 38.62" N
LONG: 99° 20' 43.88" W
EL: 1694.08
STA. 93+00A
TRANSITION TO 6" SDR-26
PVC WATER MAIN
STA.93+00A
TRANSITION TO 6" SDR-26
PVC WATER MAIN
INCREASE BURY DEPTH GREAT THAN 7'
STA. 90+11A - 92+20A
STA. 100+00A
INSTALL TRACER WIRE BOX
STA. 100+00A
INSTALL TRACER WIRE BOX
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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:
AutoCAD SHX Text (605)226-7451
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ABERDEEN, SD 575401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 84+00A - 112+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-6
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
EXISTING GRADE
SD HWY-34
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-26 PVC
WATER MAIN
EXISTING GRADE
7' MIN. BURY
STA. 120+00A
INSTALL TRACER WIRE BOX
STA. 120+00A
INSTALL TRACER WIRE BOX
STA. 130+00A
INSTALL TRACER WIRE BOX
STA. 130+00A
INSTALL TRACER WIRE BOX
STA. 140+00A
INSTALL TRACER WIRE BOX
STA. 140+00A
INSTALL TRACER WIRE BOX
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INSTALL EROSION CONTROL BLANKET
7' MIN. BURY
INCREASE BURY DEPTH GREATER THAN 7'
STA. 119+00A -122+43A
INCREASE BURY DEPTH GREATER THAN 7'
STA. 124+00A - 126+00A
STA. 122+00A
INSTALL GATE VALVE & BOX
STA. 122+00A
INSTALL GATE VALVE & BOX
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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:
AutoCAD SHX Text (605)226-7451
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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 112+00A-140+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-7
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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1 9
EXISTING GRADE
INSTALL 6" SDR-26 PVC
WATER MAIN
STA. 142+00A
INSTALL AIR RELEASE PIT
STA. 142+00A
INSTALL AIR RELEASE PIT
S D
H W
Y
INSTALL 6" SDR-26 PVC
WATER MAIN
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
INSTALL 6" SDR-26 PVC
WATER MAIN
EXISTING GRADE
INSTALL 6" SDR-26 PVC
WATER MAIN
SD HWY-50
S D
H W
Y -3
PROPOSED TANK
(SEE SHTS-10 & 11 FOR DETAILS)
7' MIN. BURY
7' MIN. BURY
ALIGNMENT "B"
STA. 140+00A
INSTALL TRACER WIRE BOX
STA. 150+00A
INSTALL TRACER WIRE BOX
STA. 140+00A
INSTALL TRACER WIRE BOX
STA. 160+00A
INSTALL TRACER WIRE BOX
STA. 160+00A
INSTALL TRACER WIRE BOX
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CP-6001
LAT: 44° 04' 41.40" N
LONG: 99° 19' 33.36" W
EL: 1700.15
STA. 162+28A - 163+28A
INSTALL 100' OF DIRECTIONALLY DRILLED
10" SDR-21 YELOMINE CASING
STA. 162+28A - 163+28A
INSTALL 100' OF 6" SDR-26
YELOMINE CARRIER
PIPE
STA. 162+00A
INSTALL 6" GATE VALVE & BOX
STA. 163+53A
INSTALL 6" GATE VALVE & BOX
STA. 162+28A - 163+28A
INSTALL 100' OF DIRECTIONALLY DRILLED
10" SDR-21 YELOMINE CASING
STA. 162+28A - 163+28A
INSTALL 100' OF 6" SDR-26
YELOMINE CARRIER PIPE
STA. 162+00A
INSTALL 6" GATE VALVE & BOX
STA. 163+53A
INSTALL 6" GATE VALVE & BOX
STA. 157+37A - 158+00A
INSTALL EROSION CONTROL BLANKET
STA. 162+00A - 162+43A
INSTALL EROSION CONTROL BLANKET
STA. 163+33A - 163+76A
INSTALL EROSION CONTROL BLANKET
STA. 150+00A
INSTALL TRACER WIRE BOX
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INSTALL 45°BEND
W/MJ FITTINGS
INSTALL 2- 45°
BENDS W/MJ FITTINGS
INSTALL 45°
BEND W/MJ FITTINGS
INSTALL 45°
BEND W/MJ FITTINGS
STA. 168+95A
INSTALL 6" GATE
VALVE & BOX
INSTALL 45°BEND
W/MJ FITTINGS
INCREASE BURY DEPTH GREATER THAN 7'
STA. 150+60A - 156+32A
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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:
AutoCAD SHX Text (605)226-7451
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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 140+00A - 168+00A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 12.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-8
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HWY_34_ALIGN-A
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JASON A. PETERSEN
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168+00A 170+00A 172+00A 174+00A 176+00A 178+00A 180+00A 182+00A 184+00A 186+00A 188+00A 190+00A 192+00A 194+00A 196+00A
W
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1 9
EXISTING GRADE
INSTALL 6" SDR-26 PVC
WATER MAIN
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
INSTALL 6" SDR-26 PVC
WATER MAIN
ALIGNMENT "B"
SD H
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(SEE SHTS-10 & 11 FOR DETAILS)
PROPOSED TANK
(SEE SHTS-10 & 11 FOR DETAILS)
STA. 168+92A
INSTALL 6" GATE VALVE & BOX
STA. 168+92A
INSTALL 6" GATE VALVE & BOX
INSTALL 45° BEND
W/MJ FITTINGS
INSTALL 45° BEND
W/MJ FITTINGS
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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:
AutoCAD SHX Text (605)226-7451
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ABERDEEN, SD 575401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-A P&P STA. 168+00A - 168+97A
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 6.18
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J. PETERSEN 6.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-9
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HWY_34_ALIGN-A
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JASON A. PETERSEN
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1 9 5 5
LEE'S CORNER TANK PLAN VIEW
SCALE: 1" = 10'
60'-0"
64'-0"
64'-0"
INSTALL LANDSCAPE EDGING
(SEE SHT-62 FOR DETAIL)
10'-0"
INSTALL 6"-1' DIA. ROCK SIZE
RIP RAP AREA W/PLASTIC
SHEETING UNDERLAYMENT
INSTALL TANK OVERFLOW SPLASH
PAD (SEE SHT-52 FOR DETAIL)
TANK FOUNDATION
INSTALL 6" GATE VALVE
W/THRUST BLOCK
(SEE SHT-55 FOR DETAIL)
INSTALL 6" SDR-21 PVC WATER MAIN
PIPING (ALIGNMENT "B")
INSTALL 6" SDR-21 PVC
WATER MAIN
INSTALL 90° BEND
W/MJ FITTINGS
INSTALL 6" GATE VALVE
W/THRUST BLOCK
(SEE SHT-55 FOR DETAIL)
INSTALL 5' 6" SDR-21 PVC
WATER MAIN
INSTALL 6" GATE VALVE
W/THRUST BLOCK
(SEE SHT-55 FOR DETAIL)
INSTALL 6" x 6"
TEE W/MJ FITTINGS
5'-0"
INSTALL LEVEL CONTROL VAULT
(SEE SHT-12 FOR DETAIL)
INSTALL 6" SDR-26 PVC
WATER MAIN
(ALIGNMENT "A")
INSTALL LANDSCAPE EDGING
(SEE SHT-62 FOR DETAIL)
AA
12' DOUBLE GATE
(SEE SHT-61 & 62 FOR DETAIL)
INSTALL CHAIN LINK FENCE
(SEE SHT-61 & 62 FOR DETAIL)
5'-0"
60'-0"
10'-0"
SCALE: 1" = 10'
PROPOSED
CONTROL
VAULT
TANK
4'-0"
INSTALL 6" SDR-21 PVC
WATER MAIN
INSTALL HYDRANT
(SEE SHT-52 FOR
DETAIL)
INSTALL 6" 90° BEND
W/MJ FITTINGS
INSTALL 3" CRUSHED ROCK
W/10 MIL PLASTIC SHEETING
UNDERLAYMENT
WATER STORAGE
INSTALL ELECTRICAL
LINE IN CONDUIT
INSTALL FLOOD LIGHT
W/POLE (SEE SPECIFICATION - 05220)
NOTE: SEE SHT-11 FOR SEC. A-A VIEW
INSTALL 6" x 6" TEE
W/MJ FITTINGS
INSTALL MAIN ELECTRICAL
POWER IN CONDUIT
INSTALL MIN. OF 1-1/4" SCH 40 PVC
W/CHECK VALVE AND WINTER FREEZE
PROTECTION DRAIN BACK LINE
PROPOSED
* PAYMENT FOR THE GATE VALVE AT STA.168+92A SHALL BE PAID FOR
AS PART OF ALIGNMENT "A".
* PAYMENT FOR THE GATE VALVE AT STA.0+05B SHALL BE PAID FOR AS
PART OF ALIGNMENT "B".
* PAYMENT FOR THE DUCTILE IRON BETWEEN THE GATE VALVES AND TANK
SHALL BE PAID FOR AS PART OF THE TANK.
METHOD OF PAYMENT
TANK AND VAULT PIPING
* NO POWER ONSITE
* CONTRACTOR IS RESPONSIBLE FOR
ENSURING POWER IS INSTALLED AT
MAIN PROJECT SITE. (SEE SPECIFICATIONS - 05220 )
* ALL PIPING CONNECTIONS TO THE TANK AND VAULT
SHALL BE MADE W/ROMAC ALPHA COUPLINGS.
* SUMP PUMP DISCHARGE - WEEP HOLE AND 5 CU.
YDS. OF CLEAN CRUSHED ROCK ON VERTICAL BEND.
MAINTAIN 6' BURY DEPTH TO VERTICAL BEND
* ALL BENDS WITH MJ FITTINGS TO HAVE RETAINER
GLANDS AND THRUST BLOCKS.
INSTALL 6" D.I.
PIPING
INSTALL 6" D.I.
PIPING
INSTALL 90° BEND W/
HARCO FITTING
ON-SITE POWER REQUIREMENTS
LEVEL CONTROL VAULT DRAIN TILE SYSTEM NOT SHOWN
ON THIS SHT FOR CLARITY PURPOSES. SEE SHT-43
FOR DETAILS.
CONTROL VAULT DRAIN TILE SYSTEM
INSTALL 6" SDR-26 PVC WATER MAIN
PIPING (ALIGNMENT "B")
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
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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
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text 115 4th AVE SE; FEDERAL BUILDING RM 309
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
(605) 226-7451
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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CROW_CREEK_TANKS
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SHT-10
AutoCAD SHX Text 1"=10'
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J. PETERSEN
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C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN 6.2018
AutoCAD SHX Text
S. HYDE 6.2018
AutoCAD SHX Text
IHS. PROJECT NO. AB-14-F56
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
LEE'S CORNER TANK PLAN VIEW
AutoCAD SHX Text
AutoCAD SHX Text
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JASON A. PETERSEN
AutoCAD SHX Text 13401
AutoCAD SHX Text
I ND I A N HEA
TH
SERVICE
EL. 1719.36
* BOLTED S.S. TANK AND APPURTENANCES
(DESIGNED BY TANK MANUFACTURER)
TANK FOUNDATION RING WALL AND DRILLED
PIERS (DESIGNED BY TANK MANUFACTURER)
8" TANK OVERFLOW
W/#24 MESH SCREEN
INSTALL TANK OVERFLOW
SPLASH PAD
(SEE SHT-52 FOR DETAIL)
6" S.S OUTLET
RISER PIPE
6" S.S. INLET
RISER PIPE
INSTALL 90° D.I. BEND
W/MJ FITTINGS
INSTALL 6" SDR-26 PVC
WATER MAIN
(ALIGNMENT "A")
INSTALL 6" GATE VALVE
W/THRUST BLOCK
(SEE SHT-55 FOR DETAIL)
LEE'S CORNER TANK SECTION VIEW
SCALE: N.T.S
SEC. A-A
INSTALL 6" 90° D.I. BEND
W/MJ FITTINGS
5'-0"
18"-24"
61' MIN.
41'-0"
EL. 1719.86
CHAIN LINK FENCE
(SEE SHT-61 & 62 FOR DETAIL)
INSTALL 6"-1' DIA. ROCK W/10 MIL
PLASTIC SHEETING
(SEE SHT-52 FOR DETAIL)
60'-0"
LWL EL. = 1740.00
HWL. EL. = 1780.86
INSTALL HYDRANT
(SEE SHT-52 FOR DETAIL)
INSTALL EXPANSION
JOINT
INSTALL 6" D.I. PIPE
ROOF ACCESS
HATCH
ROOF VENT W/# 24 MESH SCREEN
(SEE SHT- 60 FOR DETAIL)
TANK LADDER
24" ACCESS
MANHOLE
ALL PIPE SUPPORTS AND SPACING
TO BE DESIGNED BY TANK MANUFACTURER
12" MIN.
ALL PIPE SUPPORTS AND SPACING
TO BE (DESIGNED BY TANK MANUFACTURER)
INSTALL 3" OF CRUSHED ROCK
W/10 MIL PLASTIC SHEETING
UNDERLAYMENT
INSTALL 6" OF COMPACTED GRAVEL W/10
PLASTIC SHEETING UNDERLAYMENT
* GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY
FROM THE TANK SITE AND BLEND IN TO EXISTING
GRADE.
* CONTRACTOR TO INSTALL LIGHTNING PROTECTION
ACCORDING TO CSI SPECIFICATION 02515. ( NOT
SHOWN ON PLAN SHEET FOR CLARITY PURPOSES)
* CONTRACTOR SHALL INSTALL SUBMERSIBLE MIXER. (NOT
SHOWN ON PLAN SHEET FOR CLARITY PURPOSES)
* SUBMERSIBLE CABLE SHALL BE ACCESSIBLE FROM OPEN
ROOF ACCESS HATCH. PENETRATION PROCEDURES SHALL
BE SUBMITTED ON FOR APPROVAL BY THE PROJECT
ENGINEER. AN APPROVED SEALANT SHALL BE PROVIDED
ON THE INTERIOR AND EXTERIOR OF THE PENETRATION.
TAIL END OF THE STAINLESS STEEL ACCESS CHAIN SHALL
BE EASILY ACCESSED WHEN OPENING THE HATCH.
PROVIDE STAINLESS STEEL EYE BOLT TO ATTACH TO. USE
SEALANT TO SEAL OFF ANY PENETRATION.
*ALL BENDS W/MJ FITTINGS TO HAVE RETAINER GLANDS
AND THRUST BLOCKS
EL. 1720.86
DRILL 4-1" DIA. HOLES
SPACED AT 1' O.C.
12" MIN.
TANK FOUNDATION INTERIOR BACKFILL
SIEVE SIZE PERCENT PASSING
2 INCH
NO. 200
0-20
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
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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 115 4th AVE SE; FEDERAL BUILDING RM 309
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
(605) 226-7451
AutoCAD SHX Text
GREAT PLAINS AREA INDIAN HEALTH SERVICE
AutoCAD SHX Text
CROW_CREEK_TANKS
AutoCAD SHX Text
SHT- 11
AutoCAD SHX Text
NTS
AutoCAD SHX Text
J. PETERSEN
AutoCAD SHX Text
C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN 6.2018
AutoCAD SHX Text
S. HYDE 6.2018
AutoCAD SHX Text
IHS PROJECT NO. AB-14-F56
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
LEE'S CORNER TANK SECTION VIEW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JASON A. PETERSEN
IN
I A N
HEA LTH SER
V
ICE
1 9 5 5
1/4" VENT VALVE
1/4" VENT VALVE
PRESSURE TRANSDUCER DETAIL
SCALE: N.T.S
PIPE SUPPORT DETAIL
SCALE: N.T.S
FLOOR
ANCHOR SUPPORT DETAIL
SCALE: N.T.S
10" MIN.
6"
1.5" 1.5"
2" x 2" x 3/8"
HOLDING PLATE
3/8" ANCHOR BOLTS
8" CHANNEL
3"
3"
ENTRANCE COUPLING
12" FROM CEILING
ELECTRIC
PANEL
DROP LEG TEE
SECTION VIEW
SCALE: N.T.S
6"
6"
6"6"
6"
6"
12'-0"
PLAN VIEW
SCALE: N.T.S
END VIEW
SCALE: N.T.S
4"4"6"
4"
4"
6"
9 5
STEEL CHAMBER-3/8" PLATE TOP, BOTTOM AND SIDES,
8" STRUCTURAL TOP AND BOTTOM REINFORCEMENT
BILCO NB-50 ALUMINUM ENTRANCE HATCH W/ALUMINUM
LADDER AND LU-1 SAFETY POST
EXTERIOR CHAMBER INSULATION
6" PLAIN END PIPE CONNECTIONS
6" x 4" ECCENTRIC WELDED REDUCERS
6" WELDED TEE
6" WELDED ELBOW
6" BUTTERFLY VALVES W/LEVERS
4" MAGNETIC FLOW METER W/GROUND RINGS
6" CHECK VALVE
17# ANODE BAGS
ANODE TEST PANEL
INTERIOR LIGHT
HEATER
VENTILATION BLOWER WITH PIPING
SUMP WELL W/SUMP PUMP AND PVC DISCHARGE PIPING
DEHUMIDIFIER
LOAD CENTER PANEL W/BREAKERS
CONTROL PANEL
PRESSURE TRANSMITTER (WALL MOUNT)
PRESSURE GAUGES (WALL MOUNT)
VAULT INDEX
12"
STRUCTURAL FILL
SIEVE SIZE PERCENT PASSING
2 INCH
NO. 4
<5
12" STRUCTURAL FILL MOISTURE CONDITIONED
AND COMPACTED TO 95% OF STANDARD PROCTOR
(SEE TABLE THIS SHEET)
MANUAL LIGHT SWITCH
14'-0"
12"
14'-0"
CONCRETE PAD W/DOUBLE MAT #5 REBAR
1' O.C. W6" VERTICAL SPACING
* VAULT MANUFACTURER SHALL DETERMINE
THE NUMBER AND LOCATIONS OF PIPE
SUPPORTS
* SEE SHT-43 FOR LEVEL CONTROL VAULT
DRAIN TILE SYSTEM
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
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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
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
(605) 226-7451
AutoCAD SHX Text
VAULTS
AutoCAD SHX Text
SHT- 12
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NTS
AutoCAD SHX Text
J. PETERSEN 6.2018
AutoCAD SHX Text
C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN 6.2018
AutoCAD SHX Text
S. HYDE 6.18
AutoCAD SHX Text
IHS PROJECT NO. AB-14-F56
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
LEE'S CORNER TANK VAULT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JASON A. PETERSEN
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 o o oo o o o
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X
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P P
0+00 1+00 2+00 3+00
5+00 6+00
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
SD H
W
Y-3
COMPACTED FILL, 95%
SCALE: N.T.S.
TYPICAL ACCESS ROAD CROSS SECTION
3" GRAVEL SURFACING
2% SLOPE FROM CROWN
NOTE: SLOPE @ 6:1 TO
DAYLIGHT
12'-0"
EXISTING GRADE
FINISHED GRADE
Cut/Fill Summary
Name
Road
Totals
Cut Factor
1.000
Fill Factor
1.200
2d Area
13407.95 Sq. Ft.
13407.95 Sq. Ft.
Cut
217.98 Cu. Yd.
217.98 Cu. Yd.
Fill
193.46 Cu. Yd.
193.46 Cu. Yd.
Net
24.51 Cu. Yd.<Cut>
24.51 Cu. Yd.<Cut>
LEE CORNER TANK SITE
(SEE SHT-10 FOR DETAILS)
INSTALL 18" CMP CULVERT
W/FLARED END SECTIONS
STA. 1+56 - 2+50
INSTALL EROSION CONTROL
BLANKET
STA. 0+00 - 1+56
INSTALL EROSION CONTROL
BLANKET (BOTH SIDES OF ROAD)
INSTALL 18" CMP CULVERT
W/FLARED END SECTIONS
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JASON A. PETERSEN
AutoCAD SHX Text 13401
AutoCAD SHX Text
DATE
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REVISIONS
AutoCAD SHX Text
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
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text (605)226-7451
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
115 4TH AVE. SE: FEDERAL BUILDING RM. 309
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEE'S CORNER TANK ROAD ACCESS P&P
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
IHS PROJECT NO. AB-14-F56
AutoCAD SHX Text
S. HYDE 6.2018
AutoCAD SHX Text
J. PETERSEN 6.2018
AutoCAD SHX Text
C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN
AutoCAD SHX Text 1"=100'
AutoCAD SHX Text
SHT-13
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ROAD_ACCESS_P&P
GREAT PLAINS AREA INDIAN HEALTH SERVICE
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HWY_50_ALIGNMENT-B CONTROL PNTS
Point #
Elevation
1700.15
1609.90
1451.74
Latitude
44° 04' 41.40"
44° 03' 04.83"
44° 00' 01.63"
Longitude
-99° 19' 33.36"
-99° 19' 23.77"
-99° 19' 36.40"
Description
CP
CP
CP
INDIAN HEA
L
TH
S ERV I CE
1 9
EXISTING GRADE
STA. 7+00B - 9+00B
INSTALL 200' OF DIRECTIONALLY DRILLED
10" SDR-21 YELOMINE CASING
INSTALL 6" GATE VALVE & BOX
STA. 10+40B
INSTALL TRACER WIRE BOX
SEE SHTS-10 & 11 FOR TANK AND
TANK CONNECTION DETAILS
EXISTING GRADE
STA. 6+75B
INSTALL 6" GATE VALVE & BOX
STA. 9+25B
INSTALL 6" GATE VALE & BOX
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
M A
T C
H L
IN
E
S H
E E
T
STA. 22+00B
INSTALL TRACER WIRE BOX
STA. 22+00B
INSTALL TRACER WIRE BOX
STA. 10+40B
INSTALL TRACER WIRE BOX
STA. 9+25B
INSTALL 6" GATE VALE & BOX
STA. 7+00B - 9+00B
INSTALL 200' OF DIRECTIONALLY DRILLED
10" SDR-21 YELOMINE CASING
STA. 6+75B
INSTALL 6" GATE VALE & BOX
INSTALL 6" SDR-26 PVC
WATER MAIN
Y
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" GATE VALVE & BOX
ALIGNMENT "A"
Y
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-26 PVC
WATER MAIN
7' MIN. BURY
CP-6001
LAT: 44° 04' 41.40" N
LONG: 99° 19' 33.36" W
EL: 1700.15
STA. 7+00B - 9+00B
INSTALL 200' OF 6" SDR-26
YELOMINE CARRIER
PIPE
STA. 7+00B - 9+00B
INSTALL 200' OF 6" SDR-26
YELOMINE CARRIER
PIPE
STA. 1+66B - 2+29B
INSTALL EROSION CONTROL BLANKET
STA. 9+65B - 9+92B
INSTALL EROSION CONTROL BLANKET
STA. 10+19B - 10+49B
INSTALL EROSION CONTROL BLANKET
STA. 11+19B - 11+44B
INSTALL EROSION CONTROL BLANKET
STA. 21+37B - 22+23B
INSTALL EROSION CONTROL BLANKET
SEE SHTS-10 & 11 FOR
TANK CONNECTION
DETAIL
* FOR ALL TRACER WIRE BOX DETAILS
SEE SHT-56
* FOR ALL GATE VALVE DETAILS SEE SHT-55
* FOR ALL ARV DETAILS SEE SHT-55
* FOR ALL EROSION CONTROL BLANKET DETAILS
SEE SHT-58 & 59
* ALL BENDS WITH MJ FITTINGS TO HAVE
RETAINER GLANDS AND THRUST BLOCKS
INSTALL 45° BEND
W/MJ FITTINGS
INSTALL 45° BEND
W/MJ FITTINGS
INSTALL 45° BENDS
W/MJ FITTINGS
INCREASE BURY DEPTH GREATER THAN 7'
STA. 10+87B - 18+01B
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TW
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
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
(605) 226-7451
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
115 4TH AVE. SE: FEDERAL BUILDING RM. 309
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ALIGNMENT-B P&P STA. 0+00B - 28+00B
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
IHS PROJECT NO.AB-14-F56
AutoCAD SHX Text
S. HYDE 6.18
AutoCAD SHX Text
J. PETERSEN 6.18
AutoCAD SHX Text
C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN
AutoCAD SHX Text 1"=200'
AutoCAD SHX Text
SHT-14
AutoCAD SHX Text
HWY_50_ALIGN-B
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
AutoCAD SHX Text 13401
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L
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S ERV I CE
1 9
EXISTING GRADE
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
M A
T C
H L
IN
E
S H
E E
T
STA. 30+00B
INSTALL TRACER WIRE BOX
SD
H
W Y-5
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 40+00B
INSTALL TRACER WIRE BOX
STA. 50+00B
INSTALL TRACER WIRE BOX
INSTALL 6" SDR-26 PVC
WATER MAIN
EXISTING GRADE
M A
T C
H L
IN
E
S H
E E
T
STA. 50+00B
INSTALL TRACER WIRE BOX
STA. 40+00B
INSTALL TRACER WIRE BOX
STA. 30+00B
INSTALL TRACER WIRE BOX
INSTALL 6" SDR-26 PVC
WATER MAIN
INSTALL 6" SDR-21 PVC
WATER MAIN
7' MIN. BURY
STA. 30+68B
INSTALL AIR RELEASE PIT
STA. 30+68B
INSTALL AIR RELEASE PIT
7' MIN. BURY
STA. 44+00B
TRANSITION TO 6" SDR-21
PVC WATER MAIN
STA. 44+00B
TRANSITION TO 6" SDR-21
PVC WATER MAIN
STA. 48+56B - 48+88B
INSTALL EROSION CONTROL BLANKET
INCREASE BURY DEPTH GREATER THAN 7'
STA. 36+55B - 47+86B
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
(605) 226-7451
AutoCAD SHX Text
ABERDEEN, SD 57401
AutoCAD SHX Text
115 4TH AVE. SE: FEDERAL BUILDING RM3 09
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ALIGNMENT-B P&P STA. 28+00B - 56+00B
AutoCAD SHX Text
CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
CROW CREEK WATER MAIN
AutoCAD SHX Text
IHS PROJECT NO. AB-14-F56
AutoCAD SHX Text
S. HYDE 6.18
AutoCAD SHX Text
J. PETERSEN 6.18
AutoCAD SHX Text
C. SNELL 12.18
AutoCAD SHX Text
J. PETERSEN
AutoCAD SHX Text 1"=200'
AutoCAD SHX Text
SHT-15
AutoCAD SHX Text
HWY_50_PLAN
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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INDIAN HEA
L
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S ERV I CE
1 9
M A
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H L
IN
E
S H
E E
T
S D
H W
Y -5
INSTALL 6" SDR-21 PVC
WATER MAIN
EXISTING GRADE
STA. 80+00B
INSTALL TRACER WIRE BOX
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 60+00B
INSTALL TRACER WIRE BOX
7' MIN. BURY
STA. 70+00B
INSTALL TRACER WIRE BOX
STA. 80+00B
INSTALL TRACER WIRE BOX
EXISTING GRADE
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 70+00B
INSTALL TRACER WIRE BOX
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 60+00B
INSTALL TRACER WIRE BOX
HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
7' MIN. BURY
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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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(605) 226-7451
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C. SNELL 12.18
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-B P&P STA. 56+00B - 84+00B
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 6.18
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J. PETERSEN 6.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-16
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HWY_50_ALIGN-B
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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98+00B 100+00B 1
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84+00B 86+00B 88+00B 90+00B 92+00B 94+00B 96+00B 98+00B 100+00B 102+00B 104+00B 106+00B 108+00B 110+00B 112+00B
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STA. 101+83B
INSTALL AIR RELEASE PIT
STA. 100+00B
INSTALL TRACER WIRE BOX
EXISTING GRADE
STA. 110+00B
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STA. 101+83B
INSTALL AIR RELEASE PIT
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WATER MAIN
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 100+00B
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INSTALL TRACER WIRE BOX
7' MIN. BURY
7' MIN. BURY
CP-6003
LAT: 44° 03' 04.83" N
LONG: 99° 19' 23.77" W
EL: 1609.90
STA. 94+31B - 94+45B
INSTALL EROSION CONTROL BLANKET
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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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(605) 226-7451
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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-B P&P STA. 84+00B - 112+00B
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 12.18
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J. PETERSEN 6.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-17
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HWY_50_ALIGN-B
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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JASON A. PETERSEN
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120+00B
122+00B
124+00B
126+00B
128+00B
130+00B
132+00B
134+00B 136+00B
138+00B 140+00B
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112+00B 114+00B 116+00B 118+00B 120+00B 122+00B 124+00B 126+00B 128+00B 130+00B 132+00B 134+00B 136+00B 138+00B 140+00B
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HORIZONTAL SCALE: 1" = 200'
VERTICAL SCALE: 1" = 20'
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STA. 120+00B
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WATER MAIN
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WATER MAIN
7' MIN. BURY
STA. 120+00B
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INSTALL 6" SDR-21 PVC
WATER MAIN
7' MIN. BURY
STA. 130+00B
INSTALL TRACER WIRE BOX
STA. 130+00B
INSTALL TRACER WIRE BOX
STA. 115+00B
INSTALL GATE VALVE & BOX
STA. 115+00B
INSTALL GATE VALVE & BOX
STA. 140+00B
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STA. 140+00B
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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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(605) 226-7451
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ABERDEEN, SD 57401
AutoCAD SHX Text 115 4th AVE. SE: FEDERAL BUILDING RM. 309
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AutoCAD SHX Text
ALIGNMENT-B P&P STA. 112+00B - 140+00B
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CROW CREEK RESERVATION, SOUTH DAKOTA
AutoCAD SHX Text
CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
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S. HYDE 6.18
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J. PETERSEN 6.18
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C. SNELL 12.18
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J. PETERSEN
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SHT-18
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HWY_50_PLAN
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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140+00B 142+00B 144+00B 146+00B 148+00B 150+00B 152+00B 154+00B 156+00B 158+00B 160+00B 162+00B 164+00B 166+00B 168+00B
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WATER MAIN
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WATER MAIN
STA. 140+00B
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WATER MAIN
EXISTING GRADE
7' MIN. BURY
7' MIN. BURY
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 140+00B
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STA. 150+00B
INSTALL TRACER WIRE BOX
STA. 160+00B
INSTALL TRACER WIRE BOX
STA. 160+00B
INSTALL TRACER WIRE BOX
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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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(605) 226-7451
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ABERDEEN, SD 57401
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115 4TH AVE. SE: FEDERAL BUILDING RM. 309
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ALIGNMENT-B P&P STA. 140+00B - 168+00B
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CROW CREEK RESERVATION, SOUTH DAKOTA
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CROW CREEK WATER MAIN
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IHS PROJECT NO. AB-14-F56
AutoCAD SHX Text
S. HYDE 6.2018
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J. PETERSEN 6.2018
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C. SNELL 12.18
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J. PETERSEN
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AutoCAD SHX Text
SHT-19
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HWY_50_ALIGN-B
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GREAT PLAINS AREA INDIAN HEALTH SERVICE
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168+00B 170+00B 172+00B 174+00B 176+00B
178+00B 180+00B 182+00B
184+00B 186+00B 188+00B
190+00B
192+00B 194+00B 196+00B
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168+00B 170+00B 172+00B 174+00B 176+00B 178+00B 180+00B 182+00B 184+00B 186+00B 188+00B 190+00B 192+00B 194+00B 196+00B
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WATER MAIN
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EXISTING GRADE
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WATER MAIN
7' MIN. BURY
7' MIN. BURY
INSTALL 6" SDR-21 PVC
WATER MAIN
STA. 170+00B
INSTALL TRACER WIRE BOX
STA. 180+00B
INSTALL TRACER WIRE BOX
STA. 190+00B
INSTALL TRACER WIRE BOX
STA. 170+00B
INSTALL TRACER WIRE BOX
STA. 180+00B
INSTALL TRACER WIRE BOX
STA. 190+00B
INSTALL TRACER WIRE BOX
INCREASE BURY DEPTH GREATER THAN 7'
STA. 188+00B - 192+50B
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