B01 RFP Attachment J04 - 18-V28_Prairie Village Sewer_Design Plans.pdf
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- Attached to
- Prairie Village Sewer Renovation
- Solicitation number
- 75H70122R00026
About this file
This solicitation requests proposals for a sewer renovation project in Prairie Village, Oklahoma. The Indian Health Service intends to award a firm fixed price contract to furnish labor, materials, equipment and services to renovate the existing gravity sewer system, including replacing sewer mains and manholes. The project is to be performed in Anadarko, Oklahoma, with a period of performance of 180 calendar days from notice to proceed. The construction value is estimated between $500,000 to $1 million. The solicitation will be set aside for small businesses under NAICS code 237110 with a size standard of $39.5 million. A site visit is scheduled and proposals shall be submitted in accordance with FAR Part 36 using lowest price technically acceptable evaluation.
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SANITATION FACILITIES CONSTRUCTION
PUBLIC LAW 86-121 I.H.S.
PROJECT NO. OK-18-V28
PRAIRIE VILLAGE SEWER REPLACEMENT
ANADARKO, OK
1. COVER SHEET
2. GENERAL NOTES & LEGEND
3. OVERALL PLAN VIEW
4. PLAN & PROFILE ALIGN "A" 0+00-5+00
5. PLAN & PROFILE ALIGN "A" 5+00-9+50
6. PLAN & PROFILE ALIGN "A" 7+50-11+56
7. PLAN & PROFILE ALIGN "B" 0+00-5+00
8. WEST PRAIRIE VILLAGE CIPP & MH REPLACEMENT
9. EAST PRAIRIE VILLAGE CIPP & MH REPLACEMENT
10. SEWER DETAILS - 1
11. SEWER DETAILS - 2
SHEET INDEX
LOCATION MAP
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
PROJECT AREA
DEPARTMENT OF HEALTH AND HUMAN SERVICES
OKLAHOMA CITY AREA INDIAN HEALTH SERVICE
SANITATION FACILITIES CONSTRUCTION
LAWTON FIELD OFFICE
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MATT LAFOREST
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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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MJL
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100% REVIEW 2/4/2022
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90% REVIEW 12-30-2021
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60% REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_PV SEWER
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NONE
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DYLAN LANTIS
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MJL
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DLS
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DL
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENTS
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ANADARKO,OK
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COVER SHEET
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GENERAL NOTES
1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH
AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM
THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72
HOURS PRIOR TO EXCAVATION.
2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT
THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF
FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS
OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS.
3. EXISTING WATER MAINS ARE PRIMARILY LOCATED WITHIN THE STREET AND OUTSIDE SEWER
ALIGNMENT AREAS. REQUEST LOCATIONS OF WATER MAINS TO THE CITY OF ANADARKO.
4. ACCESS TO YARDS THROUGH FENCING WILL BE NECESSARY DURING THIS PROJECT.
COORDINATE WITH HOMEOWNERS AND THE CITY OF ANADARKO PRIOR TO REMOVING ANY
PRIVATELY OWNED STRUCTURES IN ORDER TO COMPLETE THE WORK WITHIN THIS PROJECT.
5. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT
LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. TELEPHONE PEDESTALS AND
GAS METERS)
6. EXISTING SEWER LINE ELEVATIONS AND LOCATIONS WERE IDENTIFIED WITHIN A CCTV
INVESTIGATION COMPLETED BY BAI ENGINEERS, GREENWOOD CO IN OCTOBER 2020. CCTV
REPORT WILL BE PROVIDED TO BIDDERS UPON REQUEST.
7. THE COORDINATES AND ELEVATIONS SHOWN IN THESE PLANS ARE BASED ON OKLAHOMA
STATE PLANE GRID COORDINATE SYSTEM, SOUTH ZONE (NAD83/CONUS); EPOCH 2010: GEOID
18; US SURVEY FOOT.
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 CIPP INSTALLATION
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
GAS METER
TEMPORARY BENCHMARK
CATV PEDESTALS
OVERHEAD POWER
STORM WATER INLET
MANHOLE
CHAINLINK FENCE
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UTILITIES
ONE CALL:
1-800-522-6543
CITY OF ANADARKO WATER AND SEWER SYSTEM:
DIRECT: 405-247-2481
MOBILE: 405-638-0787
TELEPHONE:
AT&T: 800-288-2020
GAS:
OKLAHOMA NATURAL GAS: 800-664-5463
CONTACTS
PROJECT ENGINEER:
DYLAN LANTIS, E.I.T.
INDIAN HEALTH SERVICE
LAWTON FIELD OFFICE
1515 LAWRIE TATUM ROAD
LAWTON, OK 73507
580-354-5653
DESIGN ENGINEER:
MATT LAFOREST, P.E.
INDIAN HEALTH SERVICE
OKLAHOMA CITY AREA
701 MARKET DRIVE, OKC, OK 773114
405-951-3853
TRIBAL REPRESENTATIVE:
TERRI PARTON
PRESIDENT, WICHITA TRIBE
405-247-2425 EXT. 101
CITY OF ANADARKO:
KENNETH CORN
CITY MANAGER
405-247-2481 EXT. 8
GAS
IN
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IA
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HEA LTH SER
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ICE
1 9 5 5
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MATT LAFOREST
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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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OF
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100% REVIEW 2/4/*2022
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90% REVIEW 12-30-2021
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60% REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_PV SEWER
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NONE
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D. LANTIS
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MJL
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DLS
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
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ANADARKO,OK
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GENERAL NOTES & LEGEND
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MH-1
STA. 11+58
RIM EL. = 1187.44'
DEPTH = 9.26'
MH-2A
STA. 10+98
RIM EL. = 1187.43'
DEPTH = 8.91'
MH-4
STA. 7+76
RIM EL. = 1187.51'
DEPTH = 7.50'
MH-5
STA. 5+85
RIM EL. = 1188.01'
DEPTH = 6.98'
MH-24
STA. 3+63
RIM EL. = 1187.41'
DEPTH = 5.39'
MH-14
STA. 1+58
RIM EL. = 1189.54'
DEPTH = 6.50'
MH-28
RIM EL. = 1186.79'
DEPTH = 4.50'
S
S
MH-10
RIM EL. = 1189.06'
DEPTH = 3.52'
MH-9
RIM EL. = 1188.19'
DEPTH = 4.84'
S S S
MH-8
STA. 0+00
RIM EL. = 1187.82'
DEPTH = 4.58'
S S S
MH-7
STA. 1+12
RIM EL. = 1187.53'
DEPTH = 4.83'
S
MH-6
STA. 2+73
RIM EL. = 1187.45'
DEPTH = 5.50'
S S
S
MH-11
RIM EL. = 1188.82'
DEPTH = 3.80'
MH-12
RIM EL. = 1188.77'
DEPTH = 5.00'
S S
S
CO-2
RIM EL. = 1188.00'
DEPTH = 4.88'
S
MH-18
RIM EL. = 1189.20'
DEPTH = 3.52'
MH-17
RIM EL. = 1189.58'
DEPTH = 5.30'
S
MH-15
STA. 0+00
RIM EL. = 1188.47'
DEPTH = 4.10'
S S
CO-1
RIM EL. = 1188.70'
DEPTH = 3.75'
S S
MH-21
RIM EL. = 1189.10'
DEPTH = 5.00'
MH-20
RIM EL. = 1190.04'
DEPTH = 6.50'
S
MH-23(TO REMAIN)
RIM EL. = 1187.87'
DEPTH = 5.50'
S S S S
MH-22
RIM EL. = 1188.45'
DEPTH = 6.49'
S S
MH-26
RIM EL. = 1188.59'
DEPTH = 7.70'S
MH-25
RIM EL. = 1187.69'
DEPTH = 6.70'
S
MH-27
RIM EL. = 1187.11'
DEPTH = 6.90'
S
MH-2 (REMOVE)
RIM EL. = 1186.52'
DEPTH = 7.82'
S
MH-15A(REMOVE)
RIM EL. = 1189.09'
DEPTH = 4.10'
COMM
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6+00A 7+00A
8+00A 9+00A
10+00A 11+00A 11+58A
SET 5 8"REBAR YELLOW CAP
N: 636,263.75 E: 1,895,355.63
ELEV: 1185.92'
MH-3 (REMOVE)
RIM EL. = 1187.02'
DEPTH = 7.19'
IN
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IA
N
HEA LTH SER
V
ICE
1 9 5 5
LEGEND
INSTALL 8" CIPP LINER THROUGH
EXISTING VCP SEWER MAIN
PRAIRIE VILLAGE AVE.
NIXON DR.
BROWN PKWY PRAIRIE VILLAGE AVE.
SA
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PK
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S INSTALL 8" SDR 35 PVC SEWER MAIN
PROPOSED MANHOLE REPLACEMENT
(23 TOTAL)
EXISTING MANHOLES (4 TOTAL)
(3 TO BE REMOVED, 1 TO REMAIN)
H W
Y.
ROAD CROSSING - INSTALL 12"
STEEL CASING WITH 8" HDPE DR 11
SEWER MAIN. ABANDON IN PLACE
EXISTING SEWER W/ FLOWABLE FILL
W
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T
PR
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C T
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WEST PROJECT AREA SEE SHEET 8
EAST PROJECT AREA SEE SHEET 9
EAST PROJECT AREA SEE SHEET 9
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING
WITH THE CITY OF ANADARKO AND HOMEOWNERS
FOR ACCESS TO EXISTING UTILITY EASEMENT.
KEYNOTES
PROPOSED ONE-WAY SEWER MAIN
CLEANOUT
(2 TOTAL)
PR
AI
R
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V
IL
LA
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E
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E.
WEST PROJECT AREA SEE SHEET 8
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DATE
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REVISIONS
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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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MJL
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100% REVIEW 2/4/2022
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90% REVIEW 12-30-2021
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60% REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_PV SEWER
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AS SHOWN
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D. LANTIS
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MJL
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DLS
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
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ANADARKO,OK
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OVERALL PLAN VIEW
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MATT LAFOREST
MH-24
STA. 3+63
RIM EL. = 1187.41'
DEPTH = 5.39'
MH-14
STA. 1+58
RIM EL. = 1189.54'
DEPTH = 6.50'
MH-17
RIM EL. = 1189.58'
DEPTH = 5.30'
MH-15
STA. 0+00
RIM EL. = 1188.47'
DEPTH = 4.10'
S
S
S
S
S
S
S
S
S
S
MH-15A(REMOVE)
RIM EL. = 1189.09'
DEPTH = 4.10'
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HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
-0+50A 0+00A 1+00A 2+00A 3+00A 4+00A 5+00A
MH-15
STA. 0+00
INV. IN = (W) 1184.95'
INV. IN = (N) 1184.95'
INV. OUT = (S) 1184.37'
RIM EL. = 1188.47'
DEPTH = 4.10
MH-14
STA. 1+58
INV. IN = (S) 1183.80'
INV. IN = (N) 1183.04'
INV. OUT = (NE) 1182.94'
RIM EL. = 1189.54'
DEPTH = 6.50
MH-24
STA. 3+63
INV. IN = (SW) 1182.12'
INV. OUT = (E) 1182.02'
RIM EL. = 1187.41'
DEPTH = 5.39
158' OF 8" SDR 35 @ 0.84%
205' OF 8" SDR 35 @ 0.40%
ROADWAY JACK OR BORE
ROADWAY JACK OR BORE
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:2+21A
ELEV:1182.69'
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:3+05A
ELEV:1182.35'
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:0+44A
ELEV:1184.00'
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:0+06A
ELEV:1184.33'
222' OF 8" CIPP THROUGH EXISTING 8" VCP SEWER MAIN
PROPOSED CIPP.
SEE SHEET 8
BROWN PKWY
PRAIRIE VILLAGE AVE.
38.0' OF 12" STEEL CASING
WITH 8" HDPE DR 11
SEWER MAIN UNDER
EXISTING ROADWAY
84.0' OF 12" STEEL CASING
WITH 8" HDPE DR 11
SEWER MAIN UNDER
EXISTING ROADWAY
1. SERVICE LINE LOCATIONS SHOWN ON THIS SHEET
WERE IDENTIFIED USING OCT. 2020 CCTV REPORTS
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THE LOCATIONS OF SERVICE LINES.
2. PROPOSED SEWER MAIN ALIGNMENT AND
MANHOLE LOCATIONS FOLLOW EXISTING SEWER
COLLECTION SYSTEM. REMOVE EXISTING SEWER
MAIN AND MANHOLES (INCL. FRAME AND COVER)
AND DISPOSE OFFSITE AFTER INSTALLATION OF
NEW SEWER SYSTEM.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
4. RESTORE ALL AREAS DISTURBED DURING
CONSTRUCTION.
GENERAL NOTES:
INSTALL 8" HDPE DR 11 WITH
12" STEEL CASING UNDER ROADWAY.
ABANDON IN-PLACE EXIST PIPING BY
FILLING WITH FLOWABLE FILL
IN
D
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HEA LTH SER
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INSTALL 8" HDPE DR 11 WITH
12" STEEL CASING UNDER ROADWAY.
ABANDON IN-PLACE EXIST PIPING BY
FILLING WITH FLOWABLE FILL
EXISTING GRADE
MATCH LINE-1 SEE SHEET 5
101°
100°
66°
107°
135°
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MATT LAFOREST
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DATE
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REVISIONS
AutoCAD SHX Text
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
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OF
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APPROVED BY:
AutoCAD SHX Text
MJL
AutoCAD SHX Text
100% REVIEW 2/4/2022
AutoCAD SHX Text 2/4/2022
AutoCAD SHX Text
90% REVIEW 12-30-2021
AutoCAD SHX Text
60% REVIEW 11-30-2021
AutoCAD SHX Text
701 MARKET DR. OKLAHOMA CITY, OK 73114
AutoCAD SHX Text
OKLAHOMA CITY AREA
AutoCAD SHX Text
18-V28_PV SEWER
AutoCAD SHX Text
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
D. LANTIS
AutoCAD SHX Text
MJL
AutoCAD SHX Text
DLS
AutoCAD SHX Text
DL
AutoCAD SHX Text
OK-18-V28
AutoCAD SHX Text
PRAIRIE VILLAGE SEWER REPLACEMENT
AutoCAD SHX Text
ANADARKO,OK
AutoCAD SHX Text
PLAN & PROFILE ALIGN "A" 0+00-5+00
AutoCAD SHX Text
MH-4
STA. 7+76
RIM EL. = 1187.51'
DEPTH = 7.50'
MH-5
STA. 5+85
RIM EL. = 1188.01'
DEPTH = 6.98'
S
S
S
S
S S
S
TEL
GAS
EPED
GAS
EPED
EPED
GAS
GAS
TEL
EPED
GAS
EPED
EPED
GAS EPED
TEL
EPED
GAS
GASEPEDEPED
S S
S S
S S
S S S S S S S S S S S S S
3+
B
3+
B
4+00A
5+00A
6+00A 7+00A
8+00A
9+00A
MH-3 (REMOVE)
RIM EL. = 1187.02'
DEPTH = 7.19'
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 9+50A
191' OF 8" SDR 35 @ 0.53%
20' OF 8" SDR 35 @ 0.40%
MH-3
STA. 7+96 (TO BE REMOVED AND ABANDONED)
INV. IN = (W) 1179.83'
INV. OUT = (E) 1179.83'
RIM EL. = 1187.02'
DEPTH = 7.19
282' OF 8" SDR 35 @ 0.40%
222' OF 8" CIPP THROUGH EXISTING 8" VCP SEWER MAIN
PROPOSED
SERVICE LINE
CONNECTION
STA:6+02A
PROPOSED
SERVICE LINE
CONNECTION
STA:6+25A
PROPOSED
SERVICE LINE
CONNECTION
STA:7+11A PROPOSED
SERVICE LINE
CONNECTION
STA:7+81A
PROPOSED
SERVICE LINE
CONNECTION
STA:8+06A
PROPOSED
SERVICE LINE
CONNECTION
STA:8+40A
PROPOSED
SERVICE LINE
CONNECTION
STA:9+12A
MH-5
STA. 5+85
INV. IN = (W) 1181.13'
INV. IN = (S) 1181.13'
INV. OUT = (E) 1181.03'
RIM EL. = 1188.01'
DEPTH = 6.98 MH-4
STA. 7+76
INV. IN = (W) 1180.01'
INV. IN = (S) 1180.01'
INV. OUT = (E) 1179.91'
RIM EL. = 1187.51'
DEPTH = 7.50
PROPOSED
SERVICE LINE
CONNECTION
STA:9+16A
A
LEGEND
GENERAL NOTES:
A A
A
A A
A A
COMPLETELY REMOVE
BRICK MANHOLE PRIOR TO
INSTALLATION OF PROPOSED
SEWER MAIN.
1. SERVICE LINE LOCATIONS SHOWN ON THIS SHEET
WERE IDENTIFIED USING OCT. 2020 CCTV REPORTS
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THE LOCATIONS OF SERVICE LINES.
2. PROPOSED SEWER MAIN ALIGNMENT AND
MANHOLE LOCATIONS FOLLOW EXISTING SEWER
COLLECTION SYSTEM. REMOVE EXISTING SEWER
MAIN AND MANHOLES (INCL. FRAME AND COVER)
AND DISPOSE OFFSITE.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
4. RESTORE ALL DISTURBED AREAS THROUGH
SEWER MAIN REPLACEMENT.
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
MATCH LINE-1 SEE SHEET 4
MATCH LINE-2 SEE SHEET 6
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
EXIST. GRADE
106° 86° 114°
67°
INSTALL 5.0' OF NEW SCH. 40 PVC SERVICE LINE
FROM PROPOSED WYE CONNECTIONWITH MAIN.
INSTALL TWO-WAY SEWER CLEANOUT AT
CONNECTION WITH EXISTING SEWER SERVICE
LINE. CONNECT TO EXISTING SEWER SERVICE
WITH S.S. BANDED FLEXIBLE COUPLING. SEE
SHEET 11 FOR DETAILS.
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MATT LAFOREST
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
MJL
AutoCAD SHX Text
100% REVIEW 2/4/2022
AutoCAD SHX Text 2/4/2022
AutoCAD SHX Text
90% REVEW 12-30-2021
AutoCAD SHX Text
60% REVIEW 11-30-2021
AutoCAD SHX Text
701 MARKET DR. OKLAHOMA CITY, OK 73114
AutoCAD SHX Text
OKLAHOMA CITY AREA
AutoCAD SHX Text
18-V28_PV SEWER
AutoCAD SHX Text
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
D. LANTIS
AutoCAD SHX Text
MJL
AutoCAD SHX Text
DLS
AutoCAD SHX Text
DL
AutoCAD SHX Text
OK-18-V28
AutoCAD SHX Text
PRAIRIE VILLAGE SEWER REPLACEMENT
AutoCAD SHX Text
ANADARKO,OK
AutoCAD SHX Text
PLAN & PROFILE ALIGN "A" 5+00-9+50
AutoCAD SHX Text
MH-1
STA. 11+58
RIM EL. = 1187.44'
DEPTH = 9.26'
MH-2A
STA. 10+98
RIM EL. = 1187.43'
DEPTH = 8.91'
MH-4
STA. 7+76
RIM EL. = 1187.51'
DEPTH = 7.50'
S
S
S
S S
S
MH-2 (REMOVE)
RIM EL. = 1186.52'
DEPTH = 7.82'
S
COMM
COMM
TEL
TEL
EPED
GAS
TEL
TEL
TEL
GAS
EPED
GAS
EPED
EPEDGASGAS EPED
S S
S S S S S S S S S S
8+00A 9+00A 10+00A 11+00A 11+58A
MH-3 (REMOVE)
RIM EL. = 1187.02'
DEPTH = 7.19'
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
7+50A 8+00A 9+00A 10+00A 11+00A 12+00A 12+90A
282' OF 8" SDR 35 @ 0.40%
MH-2
STA. 10+78
INV. IN = (W) 1178.70'
INV. OUT = (E) 1178.71'
RIM EL. = 1186.52'
DEPTH = 7.82
19' OF 8" SDR 35 @ 0.48%
MH-2A
STA. 10+98
INV. IN = (W) 1178.62'
INV. IN = (N) 1178.64'
INV. OUT = (E) 1178.52'
RIM EL. = 1187.43'
DEPTH = 8.91
60' OF 8" SDR 35 @ 0.40%
MH-1
STA. 11+58
INV. IN = (W) 1178.28'
INV. OUT = (E) 1178.18'
RIM EL. = 1187.44'
DEPTH = 9.26
PROPOSED
SERVICE LINE
CONNECTION
STA:7+81A
MH-4
STA. 7+76
INV. IN = (W) 1180.01'
INV. IN = (S) 1180.01'
INV. OUT = (E) 1179.91'
RIM EL. = 1187.51'
DEPTH = 7.50 MH-3 (TO BE REMOVED AND ABANDONED)
STA. 7+96
INV. IN = (W) 1179.83'
INV. OUT = (E) 1179.83'
RIM EL. = 1187.02'
DEPTH = 7.19
PROPOSED
SERVICE LINE
CONNECTION
STA:8+06A
PROPOSED
SERVICE LINE
CONNECTION
STA:8+40A
PROPOSED
SERVICE LINE
CONNECTION
STA:9+12A
PROPOSED
SERVICE LINE
CONNECTION
STA:9+16A
PROPOSED
SERVICE LINE
CONNECTION
STA:9+55A
PROPOSED
SERVICE LINE
CONNECTION
STA:9+80A
PROPOSED
SERVICE LINE
CONNECTION
STA:10+66A
PROPOSED
SERVICE LINE
CONNECTION
STA:10+72A
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
INSTALL 5.0' MIN OF NEW 8" PVC SDR 35 SEWER MAIN
ON THE OUTGOING SIDE OF NEW MANHOLE. CONNECT
TO EXISTING SEWER MAIN WITH
ALPHA ROMAC COUPLER
OR APPROVED EQUAL.
EXISTING 8" SEWER MAIN
TO REMAIN. MATERIAL UNKNOWN.
A
LEGEND
GENERAL NOTES:
1. SERVICE LINE LOCATIONS SHOWN ON THIS SHEET
WERE IDENTIFIED USING OCT. 2020 CCTV REPORTS
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THE LOCATIONS OF SERVICE LINES.
2. PROPOSED SEWER MAIN ALIGNMENT AND
MANHOLE LOCATIONS FOLLOW EXISTING SEWER
COLLECTION SYSTEM. REMOVE EXISTING SEWER
MAIN AND MANHOLES (INCL. FRAME AND COVER)
AND DISPOSE OFFSITE.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
4. RESTORE ALL DISTURBED AREAS THROUGH
SEWER MAIN REPLACEMENT.
MATCH LINE-2 SEE SHEET 5
COMPLETELY REMOVE
BRICK MANHOLE PRIOR TO
INSTALLATION OF PROPOSED
SEWER MAIN.
A
A
A
A A
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
EXIST. GRADE
113° 67°
96° 164°
INSTALL 5.0' OF NEW SCH. 40 PVC SERVICE LINE
FROM PROPOSED WYE CONNECTIONWITH MAIN.
INSTALL TWO-WAY SEWER CLEANOUT AT
CONNECTION WITH EXISTING SEWER SERVICE
LINE. CONNECT TO EXISTING SEWER SERVICE
WITH S.S. BANDED FLEXIBLE COUPLING. SEE
SHEET 11 FOR DETAILS.
83°
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MATT LAFOREST
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text L
AutoCAD SHX Text
MJL
AutoCAD SHX Text
100% REVIEW 2/4/2022
AutoCAD SHX Text 2/4/2022
AutoCAD SHX Text
90% REVIEW 12-30-2021
AutoCAD SHX Text
60% REVIEW 11-30-2021
AutoCAD SHX Text
701 MARKET DR. OKLAHOMA CITY, OK 73114
AutoCAD SHX Text
OKLAHOMA CITY AREA
AutoCAD SHX Text
18-V28_PV SEWER
AutoCAD SHX Text
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
D. LANTIS
AutoCAD SHX Text
MJL
AutoCAD SHX Text
DLS
AutoCAD SHX Text
DL
AutoCAD SHX Text
OK-18-V28
AutoCAD SHX Text
PRAIRIE VILLAGE SEWER REPLACEMENT
AutoCAD SHX Text
ANADARKO,OK
AutoCAD SHX Text
PLAN & PROFILE ALIGN "A" 7+50-11+56
AutoCAD SHX Text
MH-5
STA. 5+85
RIM EL. = 1188.01'
DEPTH = 6.98'
MH-8
STA. 0+00
RIM EL. = 1187.82'
DEPTH = 4.58'
S S
S
MH-7
STA. 1+12
RIM EL. = 1187.53'
DEPTH = 4.83'
S S S
MH-6
STA. 2+73
RIM EL. = 1187.45'
DEPTH = 5.50'
S S S S S S
S S
G
AS
EPED
EPED
G
AS
EPED
TEL
EPED
G
AS
G
AS
EPED
G
AS
EPED
EPED
EPED
EPED
EPED
S
S
S S
S S
X X
X X
X X
X X
X
X
X
X X
X
XXXXX 3+87B
0+00B 1+00B 2+00B 3+00B
5+
A
6+
A
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
-0+50B 0+00B 1+00B 2+00B 3+00B 4+00B 5+00B
MH-8
STA. 0+00
INV. IN = (W) 1183.35'
INV. OUT = (N) 1183.25'
RIM EL. = 1187.82'
DEPTH = 4.58
112' OF 8" SDR 35 @ 0.40%
161' OF 8" SDR 35 @ 0.40%
MH-6
STA. 2+73
INV. IN = (S) 1182.05'
INV. OUT = (N) 1181.95'
RIM EL. = 1187.45'
DEPTH = 5.50
114' OF 8" CIPP THROUGHEXISTING VCP
MH-7
STA. 1+12
INV. IN = (S) 1182.80'
INV. OUT = (N) 1182.70'
RIM EL. = 1187.53'
DEPTH = 4.83
PROPOSED
SERVICE LINE
CONNECTION
STA:0+49B PROPOSED
SERVICE LINE
CONNECTION
STA:0+63B
PROPOSED
SERVICE LINE
CONNECTION
STA:0+66B
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:2+21B
ELEV: 1182.24'
HDPE TO PVC
CONNECTION
(SEE SHEET 10 FOR DETAILS)
STA:2+67B
ELEV: 1182.08'
ROADWAY BORE OR JACK
MH-5
STA. 3+87
INV. IN = (W) 1181.13'
INV. IN = (S) 1181.13'
INV. OUT = (E) 1181.03'
RIM EL. = 1188.01'
DEPTH = 6.98
A
EXISTING FENCING
SEE SHEETS 4-6 FOR PLAN-PROFILE
ALONG ALIGNMENT "A"
A
INSTALL 5.0' OF NEW SCH. 40 PVC SERVICE LINE
FROM PROPOSED WYE CONNECTIONWITH MAIN.
INSTALL TWO-WAY SEWER CLEANOUT AT
CONNECTION WITH EXISTING SEWER SERVICE
LINE. CONNECT TO EXISTING SEWER SERVICE
WITH S.S. BANDED FLEXIBLE COUPLING. SEE
SHEET 11 FOR DETAILS.
LEGEND
GENERAL NOTES:
1. SERVICE LINE LOCATIONS SHOWN ON THIS SHEET
WERE IDENTIFIED USING OCT. 2020 CCTV REPORTS
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THE LOCATIONS OF SERVICE LINES.
2. PROPOSED SEWER MAIN ALIGNMENT AND
MANHOLE LOCATIONS FOLLOW EXISTING SEWER
COLLECTION SYSTEM. REMOVE EXISTING SEWER
MAIN AND MANHOLES (INCL. FRAME AND COVER)
AND DISPOSE OFFSITE.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
4. RESTORE ALL DISTURBED AREAS THROUGH
SEWER MAIN REPLACEMENT.
SEE SHEETS 4-6 FOR PLAN-PROFILE
ALONG ALIGNMENT "A"
PR
AI
R
IE
V
IL
LA
G
E
AV
E.
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
INSTALL 8" HDPE DR 11 WITH
12" STEEL CASING UNDER ROADWAY.
ABANDON IN-PLACE EXIST PIPING BY
COMPLETELY FILLING WITH FLOWABLE FILL
A
INSTALL 8" CIPP THROUGH EXISTING
8" VCP SEWER MAIN. SEE SHEET 10
FOR PROPOSED MANHOLE CONNECTION.
100°
175°
86°
106°
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MATT LAFOREST
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DATE
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REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
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APPROVED BY:
AutoCAD SHX Text
MJL
AutoCAD SHX Text
100% REVIEW 2/4/2022
AutoCAD SHX Text 2/4/2022
AutoCAD SHX Text
90% REVIEW 12-30-2021
AutoCAD SHX Text
60% REVIEW 11-30-2021
AutoCAD SHX Text
701 MARKET DR. OKLAHOMA CITY, OK 73114
AutoCAD SHX Text
OKLAHOMA CITY AREA
AutoCAD SHX Text
18-V28_PV SEWER
AutoCAD SHX Text
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
D. LANTIS
AutoCAD SHX Text
MJL
AutoCAD SHX Text
DLS
AutoCAD SHX Text
DL
AutoCAD SHX Text
OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
AutoCAD SHX Text
ANADARKO,OK
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PLAN & PROFILE ALIGN "B" 0+00-5+00
AutoCAD SHX Text
MH-24
STA. 3+63
RIM EL. = 1187.41'
DEPTH = 5.39'
MH-14
STA. 1+58
RIM EL. = 1189.54'
DEPTH = 6.50'
MH-10
RIM EL. = 1189.06'
DEPTH = 3.52'
MH-9
RIM EL. = 1188.19'
DEPTH = 4.84'
S S
S S
S S
S S
S S
S S
MH-11
RIM EL. = 1188.82'
DEPTH = 3.80'
MH-12
RIM EL. = 1188.77'
DEPTH = 5.00'
S S
S S
S S
CO-2
RIM EL. = 1188.00'
DEPTH = 4.88'
S
MH-18
RIM EL. = 1189.20'
DEPTH = 3.52'
MH-17
RIM EL. = 1189.58'
DEPTH = 5.30'
SSS
MH-15
STA. 0+00
RIM EL. = 1188.47'
DEPTH = 4.10'
S
SSS
CO-1
RIM EL. = 1188.70'
DEPTH = 3.75'
S S S
S S
S
MH-15A(REMOVE)
RIM EL. = 1189.09'
DEPTH = 4.10'
G
AS
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EPED
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AS
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ASEPED
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AS
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S
S
S S
S
S
S S
4" SDR 35 SEWER
P24*
P34*
218' OF 8" SDR 35 @ 0.41%
P17*P16
P14 P15
P19
P21
P20
P23B
P23A
P22 P25
X
X
X
X X
X
X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
XX
X
X X
X
X
X X
X
X X
X
X X
X
X X
X X
0+00B
1+00B
2+00B
0+00A1+00A
2+00A
3+00A
4+
A
5+
A
P17*
P35
PIPE AND STRUCTURE INFO
NAME
P23B
P25
P23A
P22
P21
P20
P19
P18
P15
P14
P35
P16
P24*
P17*
P34*
PIPE
SIZE
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
LENGTH
155'
170'
81'
159'
96'
116'
196'
114'
262'
261'
222'
112'
158'
161'
205'
UPSTREAM
MANHOLE
MH-15A
INV ELEV:1185.57'
CO-1
INV ELEV:1184.96'
MH-17
INV ELEV:1184.28'
MH-18
INV ELEV:1185.68'
CO-2
INV ELEV:1183.12'
MH-12
INV ELEV:1183.77'
MH-11
INV ELEV:1185.02'
MH-6
INV ELEV:1181.95'
MH-9
INV ELEV:1184.39'
MH-10
INV ELEV:1185.54'
MH-24
INV ELEV:1182.02'
MH-8
INV ELEV:1183.25'
MH-15
INV ELEV:1184.37'
MH-7
INV ELEV:1182.70'
MH-14
INV ELEV:1182.94'
DOWNSTREAM
MANHOLE
MH-15
INV ELEV:1184.95'
MH-17
INV ELEV:1184.28'
MH-15A
INV ELEV:1183.96'
MH-17
INV ELEV:1184.28'
MH-12
INV ELEV:1183.77'
MH-14
INV ELEV:1183.80'
MH-12
INV ELEV:1183.77'
MH-5
INV ELEV:1181.13'
MH-8
INV ELEV:1183.35'
MH-9
INV ELEV:1184.49'
MH-5
INV ELEV:1181.13'
MH-7
INV ELEV:1182.80'
MH-14
INV ELEV:1183.04'
MH-6
INV ELEV:1182.05'
MH-24
INV ELEV:1182.12'
PROPOSED
REHAB
ACTION
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
REPLACE
REPLACE
REPLACE
(38' of Road Bore)
REPLACE
(43' Road Bore)
REPLACE
(80' Road Bore)
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
N
IXO
N D
R
BR
O
W N
P
KW
Y
PR
AI
RI
E
VI
LL
AG
E
AV
E.
POOLAW PKWY
SEE SHEET 4-6 FOR
ALIGNMENT "A"
SEWER
REPLACEMENT
SEE SHEET 4-6 FOR
ALIGNMENT "A"
SEWER
REPLACEMENT
CONNECT EXISTING SERVICE LATERAL TO
PROPOSED MANHOLE WITH 4" SCH. 40
PIPING AND WATER TIGHT MANHOLE BOOT.
SET INVERT ELEVATION TO MATCH
EXISTING.
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING
WITH HOMEOWNERS AND CITY PRIOR TO REMOVAL
OF FENCING AND OTHER OBSTRUCTIONS TO
ACCESS MANHOLE LOCATIONS. CONTRACTOR
SHALL TAKE EVERY ATTEMPT TO KEEP EXISTING
STRUCTURES INTACT TO COMPLETE THIS WORK.
2. INSTALL CIPP LINER AFTER INSTALLATION OF NEW
MANHOLES AND SEWER MAIN CLEANOUTS.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
GENERAL NOTES:
EXISTING MANHOLE TO BE REMOVED.
MANHOLE COVER IS LOCATED BELOW GRADE.
CONTRACTOR TO FIELD VERIFY LOCATION
PRIOR TO REMOVAL.
INSTALL 8" SDR 35 PIPE TO EXISTING VCP
PRIOR TO CIPP INSTALLATION.
83°
103°
66°107°
100°
174°
94°86°
180°
100°
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MATT LAFOREST
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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MJL
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100% REVIEW 2/4/2022
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90% REVIEW 12-30-2021
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60% REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_PV SEWER
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AS SHOWN
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D. LANTIS
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MJL
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DLS
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DL
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
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ANADARKO,OK
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WEST PRAIRIE VILLAGE CIPP & MH REPLACEMENT
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MH-4
STA. 7+76
RIM EL. = 1187.51'
DEPTH = 7.50'
MH-5
STA. 5+85
RIM EL. = 1188.01'
DEPTH = 6.98'
S
S S
MH-21
RIM EL. = 1189.10'
DEPTH = 5.00'
MH-20
RIM EL. = 1190.04'
DEPTH = 6.50'
S S
MH-23(TO REMAIN)
RIM EL. = 1187.87'
DEPTH = 5.50'
S S S S S S S
MH-22
RIM EL. = 1188.45'
DEPTH = 6.49'
S S
S
MH-26
RIM EL. = 1188.59'
DEPTH = 7.70'
S S
MH-25
RIM EL. = 1187.69'
DEPTH = 6.70'
S S
MH-27
RIM EL. = 1187.11'
DEPTH = 6.90'
S
S S
MH-2 (REMOVE)
RIM EL. = 1186.52'
DEPTH = 7.82'
COMM
COMM
TEL
TEL
EPED
GAS
TEL
TEL
TEL
GAS
EPED
GAS
EPED
EPED
GAS
GAS
TEL
EPED
GAS
EPED
EPED
GASEPED
TEL
EPED
GAS
EPED
EPED
GAS
EPED
GAS
EPED
EPED
EPED
EPED
EPED
TEL
EPED
EPED
S
S S
S S
S
S S
S S
S S
4" SDR 35 SEWERS
218' OF 8" SDR 35 @ 0.41%
187' OF 8" SDR 35 @ 0.55%
278' OF 8" SDR 35 @ 0.41%
56' OF 8" SDR 35 @ 0.43%
0'
O F
8" C
IP
P
P32
P31
P30
P29
P28
P27
P2
3+
B 3+
B
6+00A
7+00A
8+00A
9+00A
10+00A
11+00A 11+58A
MH-3 (REMOVE)
RIM EL. = 1187.02'
DEPTH = 7.19'
0'
O F
8" C
IP
P
P18
P36
P40
P37
P39 P38
P13
PIPE AND STRUCTURE INFO
NAME
P32
P31
P30
P29
P28
P27
P26
P13
P40
P39
P38
P37
P36
PIPE
SIZE
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
LENGTH
125'
78'
134'
125'
168'
336'
137'
191'
282'
19'
60'
20'
191'
UPSTREAM
MANHOLE
MH-27
INV ELEV:1180.21'
MH-25
INV ELEV:1180.99'
MH-26
INV ELEV:1180.89'
MH-22
INV ELEV:1181.96'
MH-23
INV ELEV:1182.37'
MH-20
INV ELEV:1183.54'
MH-21
INV ELEV:1184.10'
MH-28
INV ELEV:1182.29'
MH-3
INV ELEV:1179.83'
MH-2
INV ELEV:1178.71'
MH-2A
INV ELEV:1178.52'
MH-4
INV ELEV:1179.91'
MH-5
INV ELEV:1181.03'
DOWNSTREAM
MANHOLE
MH-2A
INV ELEV:1178.64'
MH-27
INV ELEV:1180.21'
MH-25
INV ELEV:1180.99'
MH-26
INV ELEV:1180.89'
MH-22
INV ELEV:1181.96'
MH-23
INV ELEV:1182.37'
MH-20
INV ELEV:1183.54'
MH-4
INV ELEV:1180.01'
MH-2
INV ELEV:1178.70'
MH-2A
INV ELEV:1178.62'
MH-1
INV ELEV:1178.28'
MH-3
INV ELEV:1179.83'
MH-4
INV ELEV:1180.01'
PROPOSED
REHAB
ACTION
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
REPLACE
REPLACE
REPLACE
REPLACE
REPLACE
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
NIXON DR.
PRAIRIE VILLAGE AVE.
TO
N
EM
AH
P
KW
Y
H W
Y.
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING
WITH HOMEOWNERS AND CITY PRIOR TO REMOVAL
OF FENCING AND OTHER OBSTRUCTIONS TO
ACCESS MANHOLE LOCATIONS. CONTRACTOR
SHALL TAKE EVERY ATTEMPT TO KEEP EXISTING
STRUCTURES INTACT TO COMPLETE THIS WORK.
2. INSTALL CIPP LINER UPON INSTALLATION OF NEW
MANHOLES AND SEWER MAIN CLEANOUTS.
3. LIMIT SEWER SERVICE OUTAGES TO 8 HRS.
PROVIDE A MIN OF 24-HR NOTICE TO USERS OF
EXPECTED OUTAGES.
GENERAL NOTES:
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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MJL
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100% REVIEW 2/4/2022
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90% REVIEW 12-30-2021
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60% REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_PV SEWER
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AS SHOWN
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D. LANTIS
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MJL
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DLS
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DL
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OK-18-V28
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PRAIRIE VILLAGE SEWER IMPROVEMENTS
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ANADARKO,OK
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EAST PRAIRIE VILLAGE CIPP & MH REPLACEMENT
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8" ROMAC ALPHA RESTRAINT
COUPLING OR EQUALPROPOSED PVC PIPING
PVC TO VCP OR HDPE CONNECTION
NOT TO SCALE
VCP or HDPE SEWER MAIN
8" VCP SEWER MAIN WITH CIPP LINER
MANHOLE REPLACEMENT WITH
CIPP SEWER MAIN
NOT TO SCALE
MAKE CONNECTION FROM EXISTING VCP
AND PROPOSED PVC SEWER MAIN WITH
A RIGID COUPLING, ALPHA ROMAC OR
EQUAL. MAKE CONNECTION PRIOR TO
CIPP LINER INSTALLATION.
INSTALL CIPP THROUGH VCP/PVC
TRANSITION EXTENDING INTO
MANHOLE AS SHOWN. INSTALL CIPP
FROM MANHOLE TO MANHOLE.
INSTALL 5.0' MIN OF 8" SDR 35 PIPING FROM
PROPOSED MANHOLES AND EXISTING VCP.
INSTALL CIPP THROUGH TRANSITION AND
PROPOSED PVC PIPING
BOOT SEAL
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
IN
D
IA
N
HEA LTH SER
V
ICE
1 9 5 5
INSTALL 5.0' MIN OF 8" SDR 35 PIPING FROM
PROPOSED MANHOLES AND EXISTING VCP.
INSTALL CIPP THROUGH TRANSITION AND
PROPOSED PVC PIPING
8" VCP SEWER MAIN
WITH CIPP LINER
MAKE CONNECTION FROM EXISTING
VCP AND PROPOSED PVC SEWER
MAIN WITH A RIGID COUPLING, ALPHA
ROMAC OR EQUAL. MAKE
CONNECTION PRIOR TO CIPP LINER
INSTALLATION.
PROPOSED SEWER MANHOLE
SEE SHEET 11 FOR DETAILS
ROAD CROSSING
NOT TO SCALE
5' MIN 5' MIN
VARIES
EXISTING CURB AND GUTTER
(DO NOT DISTURBED)
EXISTING ASPHALT RD.
DO NOT DISTRUBED
STEEL CASING
HDPE CARRIER
PIPE
CASING PIPE
CARRIER PIPE
CASING SPACERS
CASING SPACER
NOTE:
1. BORING SPECIFIED IN SECTION 33 05 23.20
2. LENGTH OF BORE SHALL BE A MINIMUM OF 5' BEYOND THE EXISTING CURB AND
GUTTER WITH A MINIMUM COVER AS SPECIFIED.
3. ALL BORES SHALL BE MADE ALONG EXISTING SEWER ALIGNMENT AS SHOWN ON
THE PLAN VIEW. UNLESS APPROVED BY PROJECT ENGINEER.
4. INSTALL CASING SPACERS AND END SEALS.
5. CASING SPACERS PROJECTIONS SHALL BE OF LENGTH SO THAT BELL OF CARRIER
PIPE DOES NOT BEAR ON CASING.
6. STAINLESS STEEL STIFFENER REQUIRED AT ALL MECHANICAL JOINT CONNECTIONS.
END SEAL
12" STEEL
CASING PIPE 8" HDPE DR 11 CARRIER PIPE
3.0' MIN3.0' MIN
8" ALPHA ROMAC
COUPLING OR
APPROVED EQUAL.
30"
12" MIN.
VARIABLE
12"
4" MIN. 6" MIN.
SEWER MAIN CLEANOUT
NOT TO SCALE
FRAME & LID EQUAL TO NEENAH
R-6461-CH
4000 PSI CONCRETE PAD
10" SDR-35 PVC PIPE
8" SDR-35 PVC
PIPE
SDR-35 COMBO WYE
AND 45° BEND
CONCRETE ENCASEMENT
SDR-35 SEWER MAIN
FINISHED GRADE
SDR-35 FEMALE CLEANOUT
ADAPTER (SOLVENT WELD
X FIPT) AND THREADED
PLUG
24" MIN.
NOTE:
1. CLEANOUTS SPECIFIED IN SECTION 33 39 00.000
2. RISER PIPE AND STUB OUT SAME MATERIAL AS
SEWER MAIN UNLESS SPECIFIED OTHERWISE.
SDR-35 STUB OUT
4" MIN.
6"
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
AutoCAD SHX Text
FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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MJL
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100% REVIEW 2/4/2022
AutoCAD SHX Text 2/4/2022
AutoCAD SHX Text
90% REVIEW 12-30-2021
AutoCAD SHX Text
60% REVIEW 11-30-2021
AutoCAD SHX Text
701 MARKET DR. OKLAHOMA CITY, OK 73114
AutoCAD SHX Text
OKLAHOMA CITY AREA
AutoCAD SHX Text
18-V28_DETAILS
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AS SHOWN
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D. LANTIS
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JW
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MJL
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DL
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
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ANADARKO,OK
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SEWER DETAILS -1
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IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
SEWER LATERAL
CONNECTION DETAIL
NOT TO SCALE
NOTE:
1. SEWER RISER DETAIL SPECIFIED IN SECTION 31 31 00.0000
2. TRENCHING, BACKFILL AND COMPACTION SPECIFIED IN SECTION 31 23
16.1300, 31 23 23.1300, AND 31 23 23.2300 RESPECTFULLY.
3. BEDDING SHALL BE EXTENDED FULL WIDTH OF TRENCH AS EXCAVATED
AND NOT LESS THAN 18 INCHES IN LENGTH ON EITHER SIDE OF
CENTER OF RISER.
4. BEDDING MATERIAL PLACED 12 INCHES ABOVE CENTERLINE OF SEWER
MAIN AT LOCATION OF THE WYE.
4" SCH. 40 RISER PIPE
45° BEND
INLINE GASKET TEE CONNECTION TO
PROPOSED SEWER MAIN.
8" PVC SDR 35 SEWER MAIN
36"
CRUSHED ROCK OR
CLEAN SAND
(WHEN REQUIRED)
12"
3/8" DIA. REBAR
STAPLE
VARIES
18"
2-45° BENDS
TRENCH WALL
VARIES
45° BEND
27" I.D.
48" I.D.
MANHOLE FRAME & COVER
NEENAH R-1760 - A OR
EQUAL
NOTE:
1. MANHOLES SPECIFIED IN SECTION 33 39 13.0000
2. TRENCHING, BACKFILL AND COMPACTION SPECIFIED IN SECTION 31 23 16.1300, 31
23 23.1300, AND 31 23 23.2300 RESPECTFULLY.
3. FRAME COVER IS GASKETED, NON-VENTED, CONCEALED PICK HOLE, AND
LETTERING MARKED "SEWER".
4. SEAL FRAME WITH HYDROPHILIC BUTLY RUBBER WATER STOP
5. GROUT LIFT RINGS WITH NON-SHRINK GROUT.
6. INSTALL STEPS AND COVER OVER OUTLET PIPE.
PRE CAST ADJUSTMENT RING
USE AT LEAST ONE BUT NEVER
MORE THAN 12"
REINFORCED CONCRETE
ECCENTRIC CONE SECTION
NEOPRENE OR
POLYPROPYLENE
COATED STEPS
SPACED 16" ON
CENTER
PRECAST REINFORCED
CONCRETE MANHOLE
SECTIONS, AS PER
ASTM C478.
SEAL JOINTS WITH
MASTIC WRAP.
SLOPE BENCH 1" PER
FOOT TO A POINT 0.8
DIA. ABOVE INVERT.
PRECAST OR POURED
REINFORCED CONCRETE
BASE.
6" COMPACTED CRUSHED
ROCK OR CLEAN SAND
FINISHED GRADE
GREATER THAN 7',
UP TO 8'
5" MIN.
16"
STANDARD SEWER MANHOLE
NOT TO SCALE
8"
MANHOLE FRAME &
COVER NEENAH R-1760-A OR EQUAL
PRE CAST ADJUSTMENT RING USE AT
LEAST ONE BUT NEVER MORE THAN 12".
NEOPRENE OR
POLYPROPYLENE COATED
STEPS SPACED 16" ON
CENTER
PRECAST REINFORCED
CONCRETE MANHOLE
SECTIONS AS PER ASTM C478.
REINFORCED CONCRETE TOP
SLAB. SEAL WITH MASTIC WRAP,
AS PER ACI 318.
SLOPE BENCH 1" PER FOOT TO A
POINT 0.8 DIA. ABOVE INVERT.
6" COMPACTED CRUSHED
OR CLEAN SAND
FINAL GRADE
6"
7' OR LESS
8"
48" I.D.
16" O.C.
27" I.D.
SHALLOW SEWER MANHOLE
NOT TO SCALE
5"
INSTALL MANHOLE FRAME AND
COVER 6" ABOVE FINSIHED GRADE.
INSTALL CONCRETE COLLAR AROUND
CIRCUMFERENCE OF FRAME AS
SHOWN.
INSTALL MANHOLE FRAME AND
COVER 6" ABOVE FINISHED GRADE.
PLACE CONCRETE AROUND
CIRCUMFERENCE OF EXPOSED
FRAME AS SHOWN.
6"
6"
IN
D
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HEA LTH SER
V
ICE
1 9 5 5
5.0' MIN
PROPOSED 4" SCH. 40
SEWER SERVICE LINE
4" 4"
SEAL JOINTS WITH MASTIC WRAP.
FINISHED GRADE
4" PVC SCH. 40 COVER ADAPTER WITH
SLOTTED FLUSH PLUG OR SLIP
ON CAP
4" PVC SCHEDULE 40 DWV PIPE
4" PVC SCHEDULE
40 DWV 45° WYE
VARIABLE
4" PVC SCHEDULE 40
LONGSWEEP DWV 45° BEND
4" PVC SEWER SERVICE
(SEE NOTE)
NOTE: INSTALL PVC SCH. 40 FOR ALL PROPOSED
SERVICE LINE PIPING AND CLEANOUTS.
SEWER SERVICE CLEANOUT - DOUBLE NOT TO
SCALE
4" PVC SCHEDULE 40
LONGSWEEP DWV 45° BEND
EXISTING SEWER SERVICE LINE
S.S. BANDED FLEX COUPLING
5.0' MIN
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MATT LAFOREST
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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MJL
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100% REVIEW 2/4/2022
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90% REVIEW 12-30-2021
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60 % REVIEW 11-30-2021
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701 MARKET DR. OKLAHOMA CITY, OK 73114
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OKLAHOMA CITY AREA
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18-V28_DETAILS
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AS SHOWN
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D. LANTIS
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JW
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MJL
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DL
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OK-18-V28
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PRAIRIE VILLAGE SEWER REPLACEMENT
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ANADARKO,OK
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SEWER DETAILS -2
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| Sheets and Views |
| SHT 1 COVER |
| 18-V28_PV Sewer-SHT 2 NOTES LEGEND.pdf |
| Sheets and Views |
| SHT 2 NOTES LEGEND |
| 18-V28_PV Sewer-SHT.3.pdf |
| Sheets and Views |
| SHT.3 |
| 18-V28_PV Sewer-SHT 4 -0+00-5+00.pdf |
| Sheets and Views |
| SHT 4 -0+00-5+00 |
| 18-V28_PV Sewer-SHT 5- 5+00-9+50.pdf |
| Sheets and Views |
| SHT 5- 5+00-9+50 |
| 18-V28_PV Sewer-SHT 6 7+50-11+56.pdf |
| Sheets and Views |
| SHT 6 7+50-11+56 |
| 18-V28_PV Sewer-SHT 7 -0+50-5+00.pdf |
| Sheets and Views |
| SHT 7 -0+50-5+00 |
| 18-V28_PV Sewer-SHT.8.pdf |
| Sheets and Views |
| SHT.8 |
| 18-V28_PV Sewer-SHT.9.pdf |
| Sheets and Views |
| SHT.9 |
| 18-V28_Details-SHT 10.pdf |
| Sheets and Views |
| SHT 10 |
| 18-V28_Details-SHT 11.pdf |
| Sheets and Views |
| SHT 11 |
| 2022-02-07T11:18:56-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:19:18-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:19:43-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:20:07-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:20:35-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:21:09-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:21:53-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:22:47-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:23:14-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:23:51-0600 | |
| Matthew J. Laforest -S |
| 2022-02-07T11:24:19-0600 | |
| Matthew J. Laforest -S |
File details come from the government source that posted it. Updated .