B01 Attachment J01a Plans.pdf
PDF 5 MB Posted
- Attached to
- Stephenson-Taylor Water Line Extension
- Solicitation number
- 75H70125R00054
About this file
The document is a detailed set of engineering plans for a water line extension project for Caddo County Rural Water District No. 3 in Oklahoma. The project involves installing approximately 2,500 feet of 4-inch SDR 11 HDPE water line and 8,300 feet of 4-inch PVC SDR 21 water line across three sites in Binger, Oklahoma. The plans include comprehensive technical drawings showing pipe routing, road crossings, water service line connections, gate valve and flush hydrant details, and specific construction notes for pipe installation, including minimum burial depths, thrust restraints, and crossing requirements.
The engineering plans provide precise specifications for water line infrastructure, including details on pipe materials (HDPE and PVC), installation methods (open cut and bore), road crossings, connection points, and utility interface. Key technical elements include wire locate stations, air relief valves, thrust blocks, meter installations, and specific construction techniques for different terrain and road conditions. The plans are prepared by the Indian Health Service for the Stephenson-Taylor Water Line Extension project, with detailed annotations for contractors regarding pipe installation, road crossings, and specific site conditions.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET NO. SUBJECT
SANITATION FACILITIES CONSTRUCTION
PUBLIC LAW 86-121 I.H.S.
PROJECT NO. OK17-E86
PARTICIPANT WLX
CADDO COUNTY RURAL WATER DISTRICT NO.3
CADDO NATION OF OKLAHOMA
MAY 2020
1. COVER SHEET & LOCATION MAP
2. NOTES & SYMBOLS
3. OVERVIEW
4. LN1 PLPR: STA:0+00 TO 11+00
5. LN1 PLPR STA:11+00 TO 39+00
6. LN1 PLPR STA:39+00 TO 60+00
7. LN1 PLPR STA:60+00 TO 74+01
8. LN2 PLPR STA:0+00 TO 23+00
9. LN2 PLPR STA:23+00 TO 38+38
10. DETAILS
11. DETAILS
SHEET INDEX
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
STATE OF OKLAHOMA
CADDO COUNTY
DEPARTMENT OF HEALTH AND HUMAN SERVICES
OKLAHOMA CITY AREA INDIAN HEALTH SERVICE
ENVIRONMENTAL HEALTH AND ENGINEERING
SANITATION FACILITIES CONSTRUCTION
LAWTON OEH&E
CALL OKIE
YOU DIG..
BEFORE
Jeff Welsh, P.E.
703 East Independence Street
Shawnee, OK 74804
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
C. STEPHENSON
AutoCAD SHX Text
COVER
AutoCAD SHX Text
NTS
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S.
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text U.
AutoCAD SHX Text P
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text V
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text 1-800-522-6543
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. WATER (24) SERVICES SHALL BE RUN TO PROPERTY LINE AS SHOWN OR AS LOCATED IN THE FIELD. EXCEPT WHERE
NOTED, WATER SERVICE LINES SHALL BE 2" P.V.C. AND 2" P.E.
4. EXISTING WATER MAIN IS 3" SDR 26 P.V.C.
5. STORM SEWER AND ROADWAY IMPROVEMENTS WILL BE COMPLETED UNDER A SEPARATE CONTRACT AFTER
WATER INSTALLATION.
6. COMPACTION REQUIREMENTS FOR MAINS INSTALLED IN THE PROPOSED ROADWAY MUST MEET ROAD
RESTORATION REQUIREMENTS. (SEE SECTION 31.23.23.2300)
7. CLEARING & GRUBBING OF ROAD RIGHT OF WAY BY OTHERS.
8. BURY DEPTH OF WATER MAIN AND SERVICES WILL BE BASED ON PROPOSED DITCH GRADES. HYDRANT BURY
DEPTHS AS NOTED.
9. PROTECT OR RESTORE ALL LOT CORNERS.
10. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER
PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)
11. ALL PVC UNDERGROUND PIPE INSTALLATION MUST BE IN ACCORDANCE WITH CURRENT AWWA C605 (UNDERGROUND INSTALLATION OF PVC PRESSURE PIPE AND FITTINGS) AND HDPE UNDERGROUND PIPE INSTALLATION BE IN ACCORDANCE WITH CURRENT AWWA MANUAL 55 (PE PIPE DESIGN & INSTALLATION).
12. TEST INSTALLED PIPE FOR LEAKAGE IN ACCORDANCE WITH THE MOST CURRENT AWWA C605 STANDARD.
LEAKAGE MUST NOT EXCEED 10 GAL/INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT 150-PSI TESTING
PRESSURE.
13. DISINFECT ALL WATERLINES ACCORDING TO CURRENT AWWA C651 STANDARD SPECIFICATIONS, OBTAIN SAFE BACTERIOLOGICAL SAMPLES ON TWO CONSECUTIVE DAYS BEFORE PLACING THE WATERLINE INTO SERVICE.
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
S S S S
SSL SSL SSL SSL
SFM SFM SFM SFM
W W W W W W W
S S S
SSL SSL SSL SSL
SFSL SFSL SFSL SFSL SFSL SFSL SFSL SFSL
SFM SFM SFM
WSL WSL WSL WSL WSL WSL WSL WSL
PT
M w
PT
M w
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
WASH CROSSING
RIP RAP
CONTROL POINT
ELECTRIC PED
FENCE CORNER
GUY / ANCHOR
GAS MARKER
MONITORING WELL
TEMPORARY BENCHMARK
TANK
CATV PEDESTALS
FO FO
AutoCAD SHX Text
CONSTRUCTION NOTES
AutoCAD SHX Text UTILITIES CADDO COUNTY RURAL WATER DISTRICT #3 (OWNER) 33029 STATE HIGHWAY 58 CARNEGIE, OK 73015 P.O. BOX 1074 CARNEGIE, OK 73015 TELE: (580)654-2318 FAX: (580)654-2102
AutoCAD SHX Text CONTACTS ENGINEERING: INDIAN HEALTH SERIVCE Indian Health Service 703 East Independence St Shawnee, OK 74804 Jeff Welsh, P.E. (405)214-4201 INDIAN HEALTH SERVICE 703 E. INDEPENDENCE SHAWNEE, OK 74804 SHAWN WIEGMAN & JEFF WELSH TELE: (405) 214-4201 FAX: (580) 591-0430 DRAFTING: INDIAN HEALTH SERVICE 701 MARKET DRIVE OKLAHOMA CITY, OK 73114 BRETT JOHNSTON TELE: (405) 951-3885
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
NOTES AND LEGEND
AutoCAD SHX Text
NTS
AutoCAD SHX Text
M. MURIE
AutoCAD SHX Text
M. MURIE
AutoCAD SHX Text
M. MURIE
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TW
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text B.M.
AutoCAD SHX Text B.H.
AutoCAD SHX Text
TEL
AutoCAD SHX Text
CP
AutoCAD SHX Text
EPED
AutoCAD SHX Text
MW
AutoCAD SHX Text
TBM
AutoCAD SHX Text
AutoCAD SHX Text
COMM
PIPE ANCHOR
G
G G
G G
G G
M
M
M
M
M
M
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORE
County street 2620
E
R d
County street 2630
Cameron Stephenson home
3600 LF of 4" PVC SDR21
E
R d Existing 3" Water main
3840 LF of 4" PVC SDR21
Opitz home Brooke Lange home
Billy Stephenson home
Bore 1700 LF of 4" PE Wire locate station
Wire locate station
Wire locate station
Wire locate station
Bore 800 LF of 4" SDR 11HDPE E 340 8 from Sta: 27+00 to Sta: 35+00
850 LF of 4" PVC SDR21
150 LF of 4" PVC SDR21
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
OVERVIEW
AutoCAD SHX Text 1"=300'
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORE
CONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by direct bore method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station -Supply thrust block at main connection
E
R d
County street 2620
Existing 3" Water main
H om e
Ba rn
STA:0+00
Wet Tap Existing 3" Water Main
STA:1+62 to 2+98 Bore 136 LF Under Road (included in the 1700 LF of Bore)
4" SDR 11 HDPE E
Pond
STA:0+00
Wet Tap Existing
3" Water Main
STA:1+62 to 2+98 Bore 136 LF Under Road
Proposed 1700 LF Bore of 4" SDR11 HDPE E 3408
Proposed 1700 LF 4" of SDR11 HDPE
STA:9+08
Install ARV
STA:9+08
Install ARV
STA:0+05
4" GV
STA:0+05
4" GV
STA:1+50
Install 1700 LF of 4" SDR 11 HDPE E 3408
Proposed 150 LF of
4" SDR21 PVC
STA:1+50
Bore 1700 LF of 4" SDR 11 HDPE
Proposed 150 LF of
4" SDR21 PVC
STA: 0+18
Wire locate station
STA: 0+18
Wire locate station
= Pipe Anchor 20 LF apart
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text
S. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORE CONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by open cut method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station
County street 2620
STA:18+70
cross in to private property
End of 4" HDPE Start 4" PVC
Proposed 3600 LF of 4" SDR21 PVC
Proposed 1700 LF of 4" SDR11 HDPE E 3408
STA:18+70
cross in to private property
End of 4" HDPE Start 4" PVC
Proposed 1700 LF of 4" SDR11 HDPE E 3408
Proposed 3600 LF of 4" SDR21 PVC
= Pipe Anchor 20 LF apart
Bore 800' 4" SDR11HDPE E 340 8 from Sta: 27+00 to Sta: 35+00
Bore 800' 4" SDR11HDPE E 3408 from Sta: 27+00 to Sta:35+00
Install 850' 4" SDR21 PVC Sta: 18+70 to Sta: 27+00
Install 850' 4" SDR21 PVC Sta: 18+70 to Sta: 27+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=100'
AutoCAD SHX Text
S. WEIGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
G G
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORECONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by open cut method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station
County street 2620
STA:55+64
Tee and Thrust Blocks
Pr op os ed
LF
o f S
D R
P
VC
Storm Drains
STA:54+33 & 54+55
Cross Gas Lines
STA:55+64
Tee and Thrust Blocks
STA:54+33 & 54+55
Cross Gas Lines
STA:55+69
4" GV
STA:55+69
4" GV
Proposed 3600 LF of 4" SDR21 PVC
STA:54+75 to 55+19 Open Cut Road & Case
STA:54+75 to 55+19 Open Cut Road & Case
Proposed 3600 LF of 4" SDR21 PVC
STA:55+83
Wire locate station
STA:55+83
Wire locate station
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=75'
AutoCAD SHX Text
S. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
M
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5 home
STA:71+00
Flush Hydrant 10' from fence
Well house Connect to existing WSL cap line to well
STA:70+90
4" Tapping Saddle
STA:71+00
Flush Hydrant and tee & Thrust Block
CALL OKIE
YOU DIG..
BEFORE
CONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by open cut method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station
County street 2620
Existing WSL
STA:70+90
2" Tapping Saddle
Meter
Proposed 3600 LF of 4" SDR21 PVC
Proposed 3600 LF of 4" SDR21 PVCSTA:70+95 wire locate station
STA:70+95
wire locate station
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=75'
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
GG
G G G G G G G G G G G G G G G G G G G
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORE
CONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by open cut method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station
E1160
Proposed 3840 LF of SDR21 PVC
STA:17+49 to 18+10 Open cut Driveway with 6" casing
C ou nt y st re et
STA:17+49 to 18+10 Open cut Driveway and install 6" casing
Storm water wash out
STA:26+44 to 26+59 Open cut Driveway
STA:0+00
connect to proposed 4" Water Main
STA:0+05
Proposed gate valve
STA:0+00
connect to proposed 4 inch water main
STA:0+05
Proposed gate valve
Natural gas fenced area
STA:55+83
Wire locate station
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=100'
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
GGGGG
GGGGGGGGGGG
G G G G
M
M
M
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
CALL OKIE
YOU DIG..
BEFORE
CONSTRUCTION NOTES
-SDR21 pipe: 30" min. bury -Centerline of water line as field staked.
-Provide concrete thrust blocks at all bends and flush hydrants of other approved joint restraints.
-Road crossings: 4' min. cover from edge of road to edge of road and 3' min. cover at ditch lines.
-Install casing by open cut method -Casings: 6" SDR 11 HDPE -Anode bags at each wire locate station
Storm water wash out
E1160
Proposed 3840 LF of SDR21 PVC
STA:26+44 to 26+59 Open cut Driveway Install 6" Casing
Natural gas fenced area
Proposed 3840 LF of SDR21 PVC
Pond
Cameron Stephenson Home Billy Stephenson
Home
STA:34+07
Tap Proposed water main
STA:38+10
Tap Proposed Water Main
RWD to Install Meter
STA:38+38
End of Line
Install Flush Hydrant
Buried Phone line
Old well and windmill Well
Existing WSL Cap line to well
STA:26+44 to 26+59 Open cut Driveway & install 6" casing
STA:34+07
Tap Proposed WM
Install Meter
STA:38+10
Tap Proposed WM
Install Meter
STA:38+38
End of Line
Install Flush Hydrant
STA:27+63
Install ARV
STA:27+63
Install ARV
RWD to Install Meter
STA:38+20
wire locate station
STA:38+20
wire locate station
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD LAWTON, OK 73507 (580) 354-5661
AutoCAD SHX Text
LAWTON FIELD
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
PLPR
AutoCAD SHX Text 1"=55'
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
AutoCAD SHX Text
NOTES:
1. Locate riser at location shown on drawings.
2. Sandwich #16 copper or brass screen between halves of union.
3. See specifications Section 33 12 16.0001 Public Water Utility Air Relief Valves for air relief valve requirements.
AIR RELIEF VALVE DETAIL
NTS
4" Type M copper slope 1% upward
4" Corporation Stop
Saddle
Utility vault
Slope as shown
6' Long tee post
Stainless steel hose clamp
Riser
Type M copper slope up to riser at 1%
Air relief valve 4" Ball Valve
Concrete pad 6" x 6" x 3.5" Washed gravel
2" Ball Valve
Gooseneck
Brass union 12" min.
Nipple and cap
Elbow
6" min.
Section B-BSection A-A
A
AB
B s.s. strapping
Casing pipe
Wood skids (size as required)
Stainless steel strapping
Stainless steel strappingSteel casing
Couping or bell end is not to rest on casing
Note:
1. Seal ends of casing.
PVC PIPE ENCASEMENT
NTS
1. Through line connection, tee
2. Through line connection, cross used as tee.
3. Direction change, tee elbow.
4. Change line size, reducer.
5. Direction change, tee used as elbow.
6. Direction change, cross used as elbow.
7. Direction change.
8. Through line connection,wye.
9. Direction change vertical, bend anchor.
1. 2. 3.
5.4.
6. 7.
8.
9.
If thrusts due to high pressure are expected, anchor valves below. As vertical bends. anchor to resist outward thrusts.
THRUST RESTRAINT
NTS
" M ax
~3 0"
Locking lid, if specified
Tamp & Compact Earth Fill (Both Sides)
Pre-Cast Concrete or Plastic Meter Box
Meter Setter W/ Curb Stop
Service Saddle for PVC W/ 1", 1 pt. Outlet
1" IPS Class 160 Ultra High Molecular
wt. PE. Per ASTM PE 3406
PVC Water Main
Corporation Stop W/ 1" PE Compression Outlet
5/8" x 3/4" Water Meter
WATER SERVICE LINE CONNECTION
NTS
Crushed Gravel
12" Galv. Pipe Brace
3/4" PE Compression Ends
INDIAN HEA
L
TH
S ERV I CE
1 9
CALL OKIE
YOU DIG..
BEFORE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
(580) 354-5661
AutoCAD SHX Text
LAWTON, OK 73507
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
M. WIEGMANN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
LAWTON FIELD
6"
16.73'
16.73'
Rebar
Valve Box Pad 2' by 2' by 3.5"
Valve Pad 12" by 12" by 3.5"
GATE VALVE DETAIL
NTS
Valve Pad
Valve Box
Valve Box Pad
NOTES:
1. Center Valve Box Over Valve Stem
2. Set Lid of Valve Box Flash with Finish Grade
NOTES:
1. Install 3/8" min. rebar as shown.
2. Mark valve size on valve box pad.
3. Mark pipe alignment on valve box pad.
4. Valve pad may be precast or cast-in-place.
5. Inscribed arrows mark the water flow direction.
Rebar 12"
12"
Compacted Native Backfill
WATER PIPE INSTALLATION
With Imported Bedding
NTS
NOTES:
1. Meet the requirement of title 252. Dept of Env. Quality Chapter 626 Public Water Supply Construction Standards 252.626-19-2(a) & (b).
2. Required when rock or stones greater then 1 12" in diameter are present.
3. Over excavate 6" below the pipe invert.
4. Install 6" of ( mechanically compacted) imported class II bedding below bottom of pipe.
5. Install pipe.
6. Backfill to a loose depth of 12" above the pipe crown with imported bedding and mechanically compact.
Compacted Native Backfill
WATER PIPE INSTALLATION
NTS
NOTES:
1. Meet the requirement of title 252. Dept of Env. Quality Chapter 626 Public Water Supply Construction Standards 252.626-19-2(C).
2. Hand excavate bell or coupling hole, so pipe does not rest on the bell or coupling.
3. Install Tracer wire as shown.
4. Hand compact haunching around pipe.
5. Backfill to depth of 12" above top of pipe before mechanically compact.
No Special Bedding Required
12" MAX12" MAX
(Native Backfill)
12" MAX12" MAX
MIN
MIN
FLUSH HYDRANT DETAIL
NTS
NOTES:
1. Non-freezing, self draining type with a 2.5" bury.
2. Be serviceable from above grade with no digging.
3. Provide 6 cubic feet of 1.5-inch minus gravel as shown for drainage.
4. Outlet: 2-1/2" NST.
5. Provide 6" by 6" by 3.5" concrete support pads as shown.
6. Valve and Valve Box: Conform to section 33 12 16.1038 Public Water Utility Gate Valves.
Valve Pad 2" minus Crushed Rock or Gravel (6 cubic ft min.)
Thrust Block
Valve Box Pad
Ground line
2" 45° bend Outlet
2" 90° bend PVC
2" PVC
Resilient seat MJ valve
W
WWWWWW
Bore & install 130 LF of
4" SDR11 HDPE
3' min
Bore & install 130 LF of
4" SDR11HDPE
EO
P
C L C ou nt y R oa d
EO
P
ROADBORE DETAIL
NTS
Existing 4" PVC
4" PVC SDR 214' min
4" SDR11 HDPE Sacrificial 5Lbs Anode Pack 5 LF Min
Test wires
Test Station
INDIAN HEA
L
TH
S ERV I CE
1 9
CALL OKIE
YOU DIG..
BEFORE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
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
APPROVED BY:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
(580) 354-5661
AutoCAD SHX Text
LAWTON, OK 73507
AutoCAD SHX Text
1515 NE LAWRIE TATUM ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PARTICIPANT WLX
AutoCAD SHX Text
CADDO NATION OF OKLAHOMA
AutoCAD SHX Text
WATER LINE EXTENSION
AutoCAD SHX Text
OK17-E86
AutoCAD SHX Text
B. JOHNSTON
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
J. WELSH
AutoCAD SHX Text
M. WEIGMANN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
PARTICIPANT
AutoCAD SHX Text
LAWTON FIELD
| sheet 1.pdf |
| Sheets and Views |
| 1 |
| sheet 2.pdf |
| Sheets and Views |
| 2 |
| sheet 3.pdf |
| Sheets and Views |
| 3 |
| sheet 4.pdf |
| Sheets and Views |
| 4 |
| sheet 5.pdf |
| Sheets and Views |
| 5 |
| sheet 6.pdf |
| Sheets and Views |
| 6 |
| sheet 7.pdf |
| Sheets and Views |
| 7 |
| sheet 8.pdf |
| Sheets and Views |
| 8 |
| sheet 9.pdf |
| Sheets and Views |
| 9 |
| sheet 10.pdf |
| Sheets and Views |
| details |
| sheet 11.pdf |
| Sheets and Views |
| DETAILS2 |
File details come from the government source that posted it. Updated .