B01 Attachment J02 Combined Drawings.pdf
PDF 7 MB Posted
- Attached to
- Town of Red Rock Water Main Replacement
- Solicitation number
- 75H70123R00071
About this file
This document package contains 12 technical drawings for the Town of Red Rock Water Main Replacement project to be conducted by the Indian Health Service. The drawings depict the proposed work along six water main alignments totaling over 13,000 linear feet of water distribution piping. Key aspects of the project include replacing existing asbestos cement and PVC water mains up to 8 inches in diameter with new PVC C900 pipe. Directional drilling will be used to install casing pipes under several road crossings. Additional elements comprise new fire hydrants, gate valves, service connections, thrust blocks, and trench details. The solicitation for this project is numbered 75H70123R00071 and was issued by the Department of Health and Human Services Indian Health Service.
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Text version
SANITATION FACILITIES CONSTRUCTION
PUBLIC LAW 86-121
I.H.S. PROJECT NO. OK-18-V42
OTOE-MISSOURIA TRIBE OF INDIANS
TOWN OF RED ROCK WATER MAIN REPLACEMENT
RED ROCK, OK
OCTOBER, 2022
1. COVER SHEET & LOCATION MAP
2. NOTES & LEGEND
3. OVERVIEW
4. ALIGNMENT A PLAN-PROFILE 0+00A-14+55A
5. ALIGNMENT B PLAN-PROFILE 0+00B-7+32B
6. ALIGNMENT C PLAN-PROFILE 0+00C-13+70C
7. ALIGNMENT C PLAN-PROFILE 13+70C-18+99C
8. ALIGNMENT D PLAN-PROFILE 0+00D-1+89D
9. ALIGNMENT E PLAN-PROFILE 0+00E-13+20E
10. ALIGNMENT F PLAN-PROFILE 0+00F-13+18F
11. DETAILS-1
12. DETAILS-2
SHEET INDEX
INDIAN HEA
L
TH
SERV I CE
1 9
SITE MAP
STATE OF OKLAHOMA
NOBLE COUNTY
PROJECT
LOCATION
Permit Number:
Date Received:
WL000052220824
November 07 2022
STATE OF OKLAHOMA
Department of Environmental Quality
APPROVED
Rocky W. Chen, P.E.
Water Quality Division
Magen Kegley, E.I.
Construction Permitting Section
March 20 2023
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
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. COORDINATES AND ELEVATIONS SHOWN IN THESE PLANS ARE BASED ON OKLAHOMA STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83/CONUS); EPOCH 2010: GEOID 18, US
SURVEY FOOT.
4. EXISTING WATER MAIN IS PVC AND ASBESTOS CEMENT.
5. COMPACTION REQUIREMENTS FOR MAINS & SERVICE LINES PROPOSEDED IN THE PROPOSED
ROADWAY MUST MEET ROAD RESTORATION REQUIREMENTS. (SEE SECTION 02705)
6. BURY DEPTH OF WATER MAIN AND SERVICES WILL BE AT LEAST 30" AND BASED ON
PROPOSED DITCH GRADES.
7. 12" HDPE PE4710 DR11 CASING FOR ROAD CROSSINGS/DIRECTIONAL BORES.
8. CLOSEST EMERGENCY ROOM LOCATED AT ALLIANCEHEALTH PONCA CITY (1900 N 14TH ST,
PONCA CITY, OK 74601).
9. GRAVEL DRIVEWAY RESTORATION REQUIRED FOR INSTALLATION OF MAIN ACROSS EXISTING
DRIVEWAYS. REUSING EXISTING MATERIAL IS AUTHORIZED.
LEGEND
PROPOSED EXISTING GENERAL
SEWER BENCHMARK
SEWER MAIN IRON PIN
SEWER SERVICE LINE CARSONITE MARKER
SEWER FORCE MAIN CONTOUR LINE
SEWER FORCE SERVICE
LINE CULVERT
SEWER MANHOLES DIRECTIONAL DRILLING
ONE-WAY CLEANOUT FENCE
TWO-WAY CLEANOUT FIBER OPTIC
SEPTIC TANK GAS, ELECTRIC,
TELEPHONE
LIFT STATION LIGHT POLE
DIRECTION OF FLOW INSULATION
POWER POLE
WATER PROPANE TANK
WATER MAIN PROPERTY LINE
WATER SERVICE LINE RIGHT-OF-WAY
GATE VALVES ROAD (DIRT/GRAVEL)
FIRE HYDRANT W/VALVE ROAD (PAVED)
FLUSH HYDRANT W/VALVE ROAD BORING/CROSSING
AIR RELEASE/VACUUM
VALVE SIGN
SADDLE W/CORPORATION
STOP SOIL BORING
CURB STOP W/BOX SWAMP
INDIVIDUAL PRESSURE
RELEASE VALVE TELEPHONE PED
YARD HYDRANT TRACING WIRE BOX
METER PIT/BOX TREE LINE
IN-GROUND PRESSURE
TANK TREE
WELL RIP RAP
CONTROL POINT
ELECTRIC PED
GUY / ANCHOR
MONUMENT
MONITORING WELL
TEMPORARY BENCHMARK
CATV PEDESTALS
OVERHEAD POWER
STORM WATER INLET
MANHOLE
CHAINLINK FENCE
S
SSL
SFM
W W
S
SSL
SFSL SFSL
SFM
WSL WSL
FO
X
OH
o w
PT
M
W
M
PT
TEL
COMM
UTILITIES
ONE CALL
TELE: 811
TELEPHONE:
ATT
(800)288-2020
ELECTRIC:
OGE
(800)522-6870
WATER AND SEWER SYSTEM:
ANDERSON BERRYHILL
(580)716-9504
CONTACTS
ENGINEERING:INDIAN HEALTH SERVICE
DESIGN ENGINEER
SARAH SIKES
701 MARKET DRIVE
OKLAHOMA CITY, OK 73114
(405)951-3941 Sarah.Sikes@ihs.gov
PROJECT ENGINEER
PATTY THOMPSON, PE
1201 HERITAGE CIRCLE
PAWNEE, OK 74058
(918)762-6588 Patty.Thompson@ihs.gov
ENGINEER CONSULTANT
MATTHEW LAFOREST, PE
701 MARKET DRIVE
OKLAHOMA CITY, OK 73114
(405)951-3853 Matthew.LaForest@ihs.gov
M
W W
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0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C 7+00C 8+00C 9+00C10+00C11+00C12+00C13+00C14+00C15+00C16+00C17+00C18+00C18+99C
W W
W W
W
W W
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W W
W W
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SH
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0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 10+00A11+00A12+00A13+00A14+00A14+55A
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W W W W
SHEET 4
FOURTH
ST
SHEET 6 SHEET 7
SH
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SS
SHEET 5
S
S
S
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IN
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HEA LTH SER
V
ICE
1 9 5 5
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FT
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AI
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FO
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TH
S T
TH
IR
D S
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SE
C
O N
D S
T
VA
LL
EY
R
D
SANTA FE AVE
OTOE AVE
MC KINLEY AVE
HITCHCOCK AVE
NOBLE AVE
LILLIE AVE
ANNA AVE
SI
XT
H S
T
STORAGE TANKS
SEWER
LAGOONS
EXISTING WELL HOUSE
RAILROAD TRACKS
W
W W W
W
W
SL
W
SL
W
SL
W W W W W W W W W W W W W W W W W W W W
0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A 14+55A
M
M
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M
M W
SL
W
SL
W
SL
M
M MM
M
SSSS
SSSS
S S
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S S
S S
S S
S 93593593 5 94
5 95
0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A 14+55A
W W
W W
W W
W
W
W
W
ROAD BORE
STA:3+55A
ROAD BORE
STA:3+85A
ROAD BORE
STA:10+99A
ROAD BORE
STA:11+24A
6" GATE VALVE
STA:14+55A
6" HYDRANT
STA:0+61A
6" HYDRANT
STA:7+62A
6" HYDRANT
STA:14+24A
6" GATE VALVE
STA:3+51A
6" GATE VALVE
STA:3+37A
6" GATE VALVE
STA:0+00A
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
ANNA AVE
M
AI
N S
T
FO
U
R
TH
S T
30" BURY MINIMUM
M
AI
N S
T
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE
EXISTING METER PITS
TO REMAIN.
A
SCALE: N.T.S.
STA: 0+00A CONNECTION
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6" TEE
W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
3' MIN. 3' MIN.
SCALE: N.T.S.
STA: 3+45A CONNECTION
PROPOSED 6" PVC
C900 WATER MAIN PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
EXISTING 6" PVC
C900 WATER MAIN
SCALE: N.T.S.
STA: 14+55A CONNECTION
6" GATE VALVE
STA:0+00A
6" HYDRANT
STA:0+61A
6" GATE VALVE
STA:3+37A
6" GATE VALVE
STA:3+51AA A
A
A
A A A A A A
A
6" GATE VALVE
STA:14+55A
6" HYDRANT
STA:14+24A
A A
A
A
A A A
A
A
A
30' OF 12" HDPE
PE4710 DR11 CASING
25' OF 12" HDPE
PE4710 DR11 CASING
6" PVC C900 DR18
EXISTING GROUND
SEWER CROSSING
DEPTH 9.1'
STA:1+84A
SEWER CROSSING
DEPTH 9'
STA:5+63A
30' OF 12" HDPE
PE4710 DR11 CASING
6" HYDRANT
STA:7+62A
25' OF 12" HDPE
PE4710 DR11 CASING
SEWER CROSSING
STA:1+84A
SEWER CROSSING
STA:5+63A
PROPOSED GATE
VALVE & BOXPROPOSED 6" x 6" TEE
W/MJ FITTINGS PROPOSED
THRUST
BLOCK
3' MIN.
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
EXISTING STORAGE
TANKS
FI
FT
H S
T
SI
XT
H S
T
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
PROPOSED
THRUST
BLOCK
3' MIN.
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
EXISTING 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
EXISTING 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
EXISTING 6" PVC
C900 WATER MAIN
EXISTING 6" PVC C900
EXISTING 6" PVC C900
W W
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W W
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WSL
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0+00E
1+
E 2+
E
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W
0+
F 1+
F
2+
F
W W W W W W W W W W
0+00B 1+00B 2+00B 3+00B 4+00B 5+00B 6+00B 7+00B 7+32B
M M
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M FOU
RTH
ST
M M
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M M
M
S S
S
SSSS
SS
S S
S S
S
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S S
S S S
S S
S
M
0920 925
0 945 950
5 940 94
-3+40B -3+00B -2+00B -1+00B 0+00B 1+00B 2+00B 3+00B 4+00B 5+00B 6+00B 7+00B 8+00B 9+00B 10+00B 10+70B
W
W
W
ROAD BORE
STA:0+08B ROAD BORE
STA:0+36B
ROAD BORE
STA:3+81B
ROAD BORE
STA:4+04B
6" GATE VALVE
STA:0+00B
6" GATE VALVE
STA:4+12B
6" GATE VALVE
STA:4+21B
6" GATE VALVE
STA:7+32B
6" HYDRANT
STA:7+12B
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
NOBLE AVE
FO
U
R
TH
S T
FI
FT
H S
T
SI
XT
H S
T
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
SCALE: N.T.S.
STA: 0+00B CONNECTION
3' MIN.
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
3' MIN.
3' MIN.3' MIN. 3' MIN.
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
PROPOSED GATE
VALVE & BOX
SCALE: N.T.S.
STA: 4+08B CONNECTION
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
SCALE: N.T.S.
STA: 7+32B CONNECTION
6" GATE VALVE
STA:0+00B
6" HYDRANT
STA:7+12B
A 23' OF 12" HDPE
PE4710 DR11 CASING
A
6" GATE VALVE
STA:4+12B
6" GATE VALVE
STA:4+21B
6" GATE VALVE
STA:7+32B
28' OF 12" HDPE
PE4710 DR11 CASING
28' OF 12" HDPE
PE4710 DR11 CASING
23' OF 12" HDPE
PE4710 DR11 CASING
A
A
SEWER CROSSING
DEPTH 6.4'
STA:2+10B
SEWER CROSSING
DEPTH 6.6'
STA:5+67B
6" PVC C900 DR18
EXISTING GROUND
SEWER CROSSING
STA:2+10B
SEWER CROSSING
STA:5+67BM
AI
N
S T
SEE SHEET 9 SEE SHEET 10
SE
VE
N
TH
S T
LILLIE AVE
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
30" BURY MINIMUM
EXISTING 6" PVC
WATER MAIN
PROPOSED
THRUST
BLOCK
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" x 6"
TAPPING SLEEVE
& 6" GATE VALVE
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
EXISTING 6" PVC C900
EXISTING 6" PVC
C900 WATER MAIN
EXISTING 8" PVC C900
EXISTING 6" PVC C900
PROPOSED 6"
PVC C900 DR18
PROPOSED 6"
PVC C900 DR18
W W
W W
W W
W
W W W W W
W W W W W W W W W W W W W W
0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C 7+00C 8+00C 9+00C 10+00C 11+00C 12+00C 13+00C 14+00C
W W
W W
W W
W W
W
WSL WSL
WSL WSL
W W
0+
D 1+
D
M
M
M M
M
M
M M M
S S
S
SSSS
S S
S
S S
S S S
S
910 91
-0+60C 0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C 7+00C 8+00C 9+00C 10+00C 11+00C 12+00C 13+00C 13+70C
W W
W
W
W
W
W
W
ROAD BORE
STA:0+12C
ROAD BORE
STA:0+38C
ROAD BORE
STA:7+66C
ROAD BORE
STA:8+25C
6" GATE VALVE
STA:0+01C
6" GATE VALVE
STA:3+73C
6" GATE VALVE
STA:3+96C 6" GATE VALVE
STA:8+27C
6" GATE VALVE
STA:8+35C 6" GATE VALVE
STA:11+66C
6" GATE VALVE
STA:11+91C
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
SANTA FE AVE
OTOE AVE
SE
C
O N
D S
T
M
AI
N S
T
6" GATE VALVE
STA:0+01C
26' OF 12" HDPE
PE4710 DR11 CASING
6" GATE VALVE
STA:3+73C
6" GATE VALVE
STA:3+96C
6" GATE VALVE
STA:8+35C
59' OF 12" DR11
HDPE CASING
6" GATE VALVE
STA:11+66C
6' GATE VALVE
STA:11+91C
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
30" BURY MINIMUM
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
SCALE: N.T.S.
STA: 0+00C CONNECTION
3' MIN.3' MIN.
SCALE: N.T.S.
STA: 3+83C CONNECTION
SCALE: N.T.S.
STA: 8+31C CONNECTION
SCALE: N.T.S.
STA: 11+80C CONNECTION
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
3' MIN.3' MIN.
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 8" PVC
C900 WATER MAIN
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
3' MIN.3' MIN.
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING PROPOSED 6" PVC
C900 WATER MAIN
3' MIN.
3' MIN.
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
6" GATE VALVE
STA:8+27C
59' OF 12" HDPE
PE4710 DR11 CASING
26' OF 12" HDPE
PE4710 DR11 CASING
6" PVC C900 DR18
EXISTING GROUND
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
CONNECT TO EXISTING MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
EXISTING 6" PVC
C900 WATER MAIN
EXISTING 6" PVC
C900 WATER MAIN
EXISTING 8" PVC
C900 WATER MAIN
PROPOSED
6" x 8" REDUCER
EXISTING 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900 DR18
EXISTING 6" PVC C900 EXISTING 8" PVC C900 EXISTING 6" PVC C900
W W W
W W W W W
14+00C 15+00C 16+00C 17+00C 18+00C 18+99C
WSLWSL
WSLWSLWSL
WSL WSL WSL
W W
W W
W W
W W
W
+1
9E 7+
E
8+
E 9+
E
+0
0E
+0 0E
+0
0E
+0 0E
W W
W W
W W
W W
W
7+
F 8+
F
9+
F
+0 0F
+0
0F
+0 0F
+0
0F13 +1
8F
M
M M
M
M
M
M
M
M M
M
M M
M
M
SSSS
S S
S S
S
S
S
S S
S S
S S
915 915 91
13+70C14+00C 15+00C 16+00C 17+00C 18+00C 19+00C 20+00C 21+00C 22+00C 23+00C 24+00C 25+00C 26+00C 27+00C 28+00C
W W
ROAD BORE
STA:15+43C
6" GATE VALVE
STA:18+99C
6" HYDRANT
STA:18+71C
6" GATE VALVE
STA:15+84C
6" GATE VALVE
STA:15+72C
ROAD BORE
STA:15+67C
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
SANTA FE AVE
SI
XT
H S
T
FI
FT
H S
T
OTOE AVE
6" GATE VALVE
STA:15+72C
6" GATE VALVE
STA:15+84C
24' OF 12" HDPE
PE4710 DR11 CASING
6" HYDRANT
STA:18+71C
6" GATE VALVE
STA:18+99C
SEE SHEET 11
SEE SHEET 10
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
30" BURY MINIMUM
3' MIN.
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
3' MIN.3' MIN.
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
PROPOSED GATE
VALVE & BOX
3' MIN.
3' MIN.
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
SCALE: N.T.S.
STA: 15+75C CONNECTION
SCALE: N.T.S.
STA: 18+99C CONNECTION
6" PVC C900 DR18
EXISTING GROUND
24' OF 12" HDPE
PE4710 DR11 CASING
MCKINLEY AVE
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
PROPOSED 6" PVC
C900 WATER MAIN
EXISTING 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900 DR18
PROPOSED 6" PVC
C900 DR18
W W W W W W
W W W W W W
W W
W W
W
W W
0+
C 1+
C
2+
C 3+
C
4+
C 5+
C
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W W
0+00D 1+00D 1+89D
MM M
M
M
M
M
M
M
SSSSS
W W W W
-5+40D -5+00D -4+00D -3+00D -2+00D -1+00D 0+00D 1+00D 2+00D 3+00D 4+00D 5+00D 6+00D 7+00D 8+00D 8+80D
ROAD BORE
STA:0+08D
ROAD BORE
STA:0+42D
6" GATE VALVE
STA:0+00D
6" HYDRANT
STA:0+82D
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
SA
N
TA
F
E
AV
E
O
TO
E
AV
E
SECOND ST
6" GATE VALVE
STA:0+00D
34' OF 12" HDPE
PE4710 DR11 CASING
6" GATE VALVE
STA:0+82D
SEE SHEET 7
EXISTING RAILROAD TRACKS
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
3' MIN.
3' MIN.
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED
ALPHA ROMAC
RESTRAINT
COUPLING
PROPOSED 6" PVC
C900 WATER MAIN
SCALE: N.T.S.
STA: 0+00D CONNECTION
6" PVC C900 DR18
EXISTING GROUND
THIRD ST
PROPOSED 6" PVC
C900 WATER MAIN PROPOSED ARMOR LINK
RESTRAINT COUPLING
PROPOSED 6" PVC
C900 DR18
EXISTING 4" AC PIPE
SCALE: N.T.S.
STA: 1+89D CONNECTION
EXISTING 4" AC MAIN
30" BURY MINIMUM
CONNECT TO EXISTING 4" AC MAIN
34' OF 12" HDPE
PE4710 DR11 CASING
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
EXISTING 6" PVC
C900 WATER MAIN
PROPOSED 4" PVC
C900 DR18
PROPOSED
6" x 4" REDUCER
EXISTING 6" PVC C900
PROPOSED 6" PVC
C900 DR18
W W
W W
W
+0
0C
+0 0C
+0
0C
+0 0C
+0
0C
+9 9C
W W
SL
W
SL
W
SL W
SL
W
SL
W W W W W W W W W W W W W W W W W W
13+19E
0+00E 1+00E 2+00E 3+00E 4+00E 5+00E 6+00E 7+00E 8+00E 9+00E 10+00E 11+00E 12+00E 13+00E
W W W W W W W W W W W W W W W W W W
0+00F 1+00F 2+00F 3+00F 4+00F 5+00F 6+00F 7+00F 8+00F 9+00F 10+00F 11+00F 12+00F 13+00F13+18F
W W
W W
W W
W
3+
B 4+
B
5+
B 6+
B
7+
B 7+
B
M
M
M
M
M
M
M M M M
M
M
M M
M M
M
M M
M M M
M M
M
M
W
SL
S S
S
S S
S S
S S
S S
SSSSSSSSSSSSSSS
-0+50E 0+00E 1+00E 2+00E 3+00E 4+00E 5+00E 6+00E 7+00E 8+00E 9+00E 10+00E 11+00E 12+00E 13+00E 13+70E
W
W
ROAD BORE
STA:3+29E
ROAD BORE
STA:3+52E
ROAD BORE
STA:7+14E
ROAD BORE
STA:7+43E
ROAD BORE
STA:11+08E
ROAD BORE
STA:11+34E
6" GATE VALVE
STA:0+00E
6" HYDRANT
STA:3+69E
6" HYDRANT
STA:10+96E
6" GATE VALVE
STA:13+19E
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
FIFTH ST
N O
BL
E
AV
E
H
IT
C H
C O
C K
AV
E
M C
KI
N
LE
Y
AV
E
O
TO
E
AV
E
SA
N
TA
F
E
AV
E
6" GATE VALVE
STA:0+00E
A
A
A
23' OF 12" HDPE
PE4710 DR11 CASING
A
A
A
A
29' OF 12" DR11
HDPE CASING
A A A
6" HYDRANT
STA:10+96E
A A
26' OF 12" HDPE
PE4710 DR11 CASING6" HYDRANT
STA:3+69E
SEE SHEET 8
SEE SHEET 6
SEWER CROSSING
STA:11+30E
30" BURY MINIMUM
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
3' MIN.
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
3' MIN.
3' MIN.
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
PROPOSED GATE
VALVE & BOX
3' MIN.
PROPOSED 6" x 6"
TEE W/MJ FITTINGS
3' MIN.
3' MIN.PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED
THRUST
BLOCK
PROPOSED GATE
VALVE & BOX
SCALE: N.T.S.
STA: 0+00E CONNECTION
SCALE: N.T.S.
STA: 13+20E CONNECTION
KEYNOTES:
PROPOSED SADDLE TAP
AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
6" PVC C900 DR18
EXISTING GROUND
A
A
A A
A
A A
A
A A
A
A
SEWER CROSSING
DEPTH 5.8'
STA:11+30E
FIFTH ST
SIXTH ST
6" GATE VALVE
STA:13+19EPR
O
PO
SE
D
" P
VC
C
D R
23' OF 12" HDPE
PE4710 DR11 CASING
29' OF 12" HDPE
PE4710 DR11 CASING 26' OF 12" HDPE
PE4710 DR11 CASING
PROPOSED 6" PVC C900
WATER MAIN PROPOSED GATE
VALVE & BOX
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
+0
0C
+9 9C
W W
W W
W
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W
SL
W W W W W W W W W W W W W W W W W W
0+00F 1+00F 2+00F 3+00F 4+00F 5+00F 6+00F 7+00F 8+00F 9+00F 10+00F 11+00F 12+00F 13+00F13+18F
W W
7+
B 7+
B
M
M
M M
M
M M
M
M
M
M
M M M
M MM
M
M
SSS
S S
S S
SS S S S S
M
-0+50F 0+00F 1+00F 2+00F 3+00F 4+00F 5+00F 6+00F 7+00F 8+00F 9+00F 10+00F 11+00F 12+00F 13+00F 13+75F
W
W
W
W
W
ROAD BORE
STA:3+28F
ROAD BORE
STA:3+61F
ROAD BORE
STA:7+08F
ROAD BORE
STA:7+41F
ROAD BORE
STA:11+08F
ROAD BORE
STA:11+38F
6" HYDRANT
STA:6+99F
6" GATE VALVE
STA:13+18F
6" GATE VALVE
STA:0+00F
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
SIXTH ST
N O
BL
E
AV
E
H
IT
C H
C O
C K
AV
E
M C
KI
N
LE
Y
AV
E
O
TO
E
AV
E
SA
N
TA
F
E
AV
E
6" GATE VALVE
STA:0+00F
A
A A
A
A
A
A
A
A
A A
A A
A
A A
A A
30' OF 12" DR11
HDPE CASING
33' OF 8" DR11
HDPE CASING 33' OF 10" DR11
HDPE CASING
6' HYDRANT
STA:6+99F
SEE SHEET 8
SEE SHEET 8
30" BURY MINIMUM
GENERAL NOTES:
1. PROPOSED WATER MAIN
ALIGNMENT FOLLOWS
EXISTING WATER MAIN.
2. EXISTING AC PIPE TO
BE ABANDONED IN
PLACE.
KEYNOTES:
PROPOSED SADDLE
TAP AND CORP STOP.
CONNECT TO
EXISTING SERVICE
LINE WITH 1" DR11 PE.
EXISTING METER PITS
TO REMAIN.
A
SCALE: N.T.S.
STA: 0+00F CONNECTION
3' MIN.
3' MIN.
PROPOSED GATE
VALVE & BOX
PROPOSED 6" x 6" TEE
W/MJ FITTINGS
PROPOSED
THRUST
BLOCK
PROPOSED ALPHA ROMAC
RESTRAINT COUPLING
EXISTING 6" PVC
C900 WATER MAIN
SCALE: N.T.S.
STA: 13+18F CONNECTION
A
A A
A
A
A
A
A
A
A
A
A
A A
A
A
A
A
6" PVC C900 DR18
EXISTING GROUND
33' OF 12" DR11
HDPE CASING
33' OF 12" DR11
HDPE CASING
30' OF 12" DR11
HDPE CASING
6" GATE VALVE
STA:13+18F
PROPOSED 6" PVC
C900 WATER MAIN
PROPOSED 6" PVC
C900
WATER MAIN
PROPOSED
THRUST
BLOCK
3' MIN.
PROPOSED 6" PVC
C900 WATER MAIN
3' MIN.
PROPOSED GATE
VALVE & BOX
PROPOSED GATE
VALVE & BOX
PROPOSED 6" PVC C900
DR18 AND TRACER WIRE
PROPOSED 6" PVC
C900 WATER MAIN
EXISTING 6" PVC C900
PROPOSED 6"
PVC C900 DR18
I A N
HEA LTH SER
V
ICE
1 9 5 5
45°'
PE WATER SERVICE LINE CONNECTION TO MAIN
NOT TO SCALE
PROPOSED 1" HDPE DR 11
COMPRESSION CONNECTION
CORPORATION STOP
WIDE OR DOUBLE
STRAP SERVICE CLAMP
6" PVC C900 DR18
30" MIN.
1" HDPE DR 11
EXISTING WATER SERVICE LINE
PE CONNECTION TO EXISTING WATER SERVICE LINE
NOT TO SCALE
NOTE:
1. WATER SERVICE LINE SPECIFIED IN SECTION 02511.
2. PROPOSED STAINLESS STEEL STIFFENERS IN POLYETHYLENE
PIPE.
3. PROVIDE BRASS BUSHINGS WHEN NEW WATER SERVICE LINE IS
GREATER DIAMETER THAN EXISTING.
4. WHEN EXISTING WATER SERVICE LINE IS PVC, PROPOSED A
MINIMUM OF 5 FEET OF SCH. 40 PVC PIPE BETWEEN COUPLING
AND EXISTING PIPE.
COUPLING (COMP. x COMP.)
1.5 x DIA.
LOCKING LID
PROVIDE POSITIVE DRAINAGE
AWAY FROM VALVE BOX
SET SCREW
VALVE BOX ADAPTER II OR EQUAL
REBAR (BENT AS SHOWN)
UNDISTURBED SOIL
2000 PSI CONCRETE
SUPPORT BLOCK
GATE VALVE AND BOX
NOT TO SCALE
FUSION BONDED EPOXY
COATED GATE VALVE
6" PVC C600 DR18
CONNECT TO EXISTING METER
I A N
HEA LTH SER
V
ICE
1 9 5 5
1'-6" MIN.
2' -6
" M
AX
AS
S
PE
C C
IF
IE
D
1.5 x O.D.
3' MIN.
3-1/2"
GRADE LINE
ADJUSTABLE VALVE BOX
SET SCREW
BOX ADAPTER
GATE VALVE
CONCRETE SUPPORT BLOCK
#4 REBAR EMBEDDED
IN CONCRETE
CLEAN CRUSHED ROCK
FILL 18 CU. FT. MIN.
DRAIN HOLE
(DO - NOT PLUG)
#4 REBAR EMBEDDED
ON CONCRETE
CONCRETE THRUST
BLOCK
PUMPER CONNECTION
AS SPECIFIED
2 - STANDARD 2-1/2"
HOSE CONNECTIONS
TRAFFIC FLANGE
FIRE HYDRANT
GATE VALVE SEE
STANDARD DETAIL
6" PVC C900 DR18
FIRE HYDRANT AND VALVE
NOT TO SCALE
1/2 PIPE
DIAMETER
4"
CLEAN SAND OR
CRUSHED ROCK
IMPORTED BEDDING
NOT TO SCALE
CASING PIPE
CARRIER PIPE
CASING SPACERS
CASING INSULATOR
NOT TO SCALE
ROADWAY CROSSING
NOT TO SCALE
5' MIN 5' MIN
30" MIN.
30" MIN.
CUT SECTION
FILL SECTION
TOE OF
SLOPE
DITCH
EDGE OF
SHOULDER
ROAD SURFACE EDGE OF
SHOULDER
TOE OF SLOPE
BORE CASING
AS SPECIFIED
6" PVC C900
CARRIER PIPE
12" HDPE PE 4710 DR11 CASING
12" TO 24" PLUS PIPE
DIAMETER
12" MAX.
6" MIN.
12"
BACKFILL
UNDISTURBED SOIL
BOTTOM OF TRENCH
ROUNDED 14 PIPE
CIRCUMFERENCE
HAND COMPACT INITIAL
BACKFILL IN 6" LIFTS
SLOPE OR SHORE AS
REQUIRED PER OSHA
TYPICAL TRENCH DETAIL
NOT TO SCALE
| 18-V42_Redrock-SHT1.pdf |
| Sheets and Views |
| SHT1 |
| 18-V42_Redrock-SHT2.pdf |
| Sheets and Views |
| SHT2 |
| 18-V42_Redrock-SHT3.pdf |
| Sheets and Views |
| SHT3 |
| 18-V42_Redrock-SHT4.pdf |
| Sheets and Views |
| SHT4 |
| 18-V42_Redrock-SHT5.pdf |
| Sheets and Views |
| SHT5 |
| 18-V42_Redrock-SHT6.pdf |
| Sheets and Views |
| SHT6 |
| 18-V42_Redrock-SHT7.pdf |
| Sheets and Views |
| SHT7 |
| 18-V42_Redrock-SHT8.pdf |
| Sheets and Views |
| SHT8 |
| 18-V42_Redrock-SHT9.pdf |
| Sheets and Views |
| SHT9 |
| 18-V42_Redrock-SHT10.pdf |
| Sheets and Views |
| SHT10 |
| 18-V42_Redrock-SHT11.pdf |
| Sheets and Views |
| SHT11 |
| 18-V42_Redrock-SHT12.pdf |
| Sheets and Views |
| SHT12 |
File details come from the government source that posted it. Updated .