3 - TS-0006 - Plans.pdf
PDF 19 MB Posted
- Solicitation number
- OCWUT TS-0006
- Issued by
- Oklahoma County, Oklahoma City, Oklahoma
About this file
This document is a comprehensive set of engineering and construction plans for the Tinker Air Force Base Lift Station Elimination Area D project, prepared by Tetra Tech for the Oklahoma City Water Utilities Trust. The project involves eliminating two existing lift stations (SPUP-108 and SPUP-28) and replacing them with a new sanitary sewer system, including approximately 2,558 linear feet of television inspection, 2,158 linear feet of 8-inch PVC SDR-35 sanitary sewer pipe, multiple manholes, service connections, and associated infrastructure improvements. The project will include open cut pipe installation, jack and bore techniques, manhole rehabilitation, demolition of existing lift stations, and restoration of cart paths, perimeter roads, and surrounding areas.
The project includes 35 distinct pay items with various quantities, such as trench excavation, embedment material, sewer service connections, flow control, testing, construction staking, mobilization, and surface restoration. The total project is estimated to cost multiple line items, with significant emphasis on sanitary sewer infrastructure replacement and environmental compliance. The work must adhere to Tinker Air Force Base and Oklahoma City standard specifications, with careful attention to environmental restrictions, including bird nesting season (April 1 - July 31) and bat protection periods (March 15 - November 15). The project involves complex utility coordination, including working around existing infrastructure, maintaining access to facilities, and implementing strict erosion and sediment control measures.
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100% DESIGN
GENERAL NOTES
1. ALL CONSTRUCTION AND MATERIALS PROVIDED SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE CITY OF OKLAHOMA CITY’S STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC
IMPROVEMENTS AND SHALL BE UNDER THE SUPERVISION OF THE CITY ENGINEER OF OKLAHOMA CITY OR THEIR DESIGNEE.
2. CONTRACTOR SHALL NOTIFY ENGINEER OR ENGINEER’S DESIGNEE FOR ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND CITY OF OKLAHOMA CITY STANDARD REQUIREMENTS PRIOR TO CONSTRUCTION.
3. ANY CONTRACTOR/SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATION. SAID EXISTING FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, MAILBOXES, SIGN POLES, TRAFFIC SIGNAL RELATED STRUCTURES, SPRINKLER SYSTEMS, AND REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED BY CONTRACTOR AT THIER EXPENSE AND SHALL BE APPROVED BY THE CITY OF OKLAHOMA CITY.
4. ALL WORK NOT CLASSIFIED AS A "PAY ITEM" SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION, THE COST OF WHICH SHALL BE INCLUDED IN THE COST OF OTHER BID ITEMS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING, TREES, AND IRRIGATION SYSTEMS IN AS GOOD OR BETTER CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. WHERE POSSIBLE THE CONTRACTOR SHALL BORE UNDER TREES, IRRIGATION SYSTEMS, MAILBOXES, AND APPURTENANCES. THE COST OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED INCIDENTAL AND INCLUDED IN THE COST
OF OTHER ITEMS.
6. THE CONTRACTOR SHALL COORDINATE AND APPROVE THE VIDEO RECORD OF ALL AREAS POTENTIALLY IMPACTED BY WORK PRIOR TO CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS. THE CONTRACTOR IS NOT AUTHORIZED TO PERFORM ANY VIDEO OR TAKE ANY PHOTOGRAPHS WHILE ON TAFB. THIS ITEM OF WORK WILL BE COORDINATED WITH PERSONNEL AUTHORIZED BY TAFB.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. THE STAKING MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA WHICH WILL BE VERIFIED
AT PRE-WORK CONFERENCE.
8. THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" MARKED UP SET OF DRAWINGS TO BE SUBMITTED TO THE OWNER AND ENGINEER AT THE END OF THE PROJECT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE COMPLETION OF CONSTRUCTION, FOR EVERY 100' ALONG THE INSTALLED PIPELINE WITH COORDINATES OF THE VALVES, FIRE HYDRANTS, EXISTING WATER METERS, AND SIMILAR APPURTENANCES. COMPLETE AS-BUILT PLANS, AUTOCAD DRAWING, AND COORDINATES DATA SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL. THIS TASK MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA. DATA SUBMITTED SHALL BE TIED TO NAD 27 NGVD 29. FOR ADDITIONAL DETAIL ON
REQUIREMENTS, SEE SECTION 801. TINKER MONUMENTS ARE NAD 27 AND NGVD 29 DATUM.
10. AN OUTAGE REQUEST MUST BE OBTAINED FROM TAFB FOR ANY DISTURBANCE TO TRAFFIC, SIDEWALKS OR PARKING AREAS AND SUBMITTED 45 DAYS IN ADVANCE. THIS REQUIREMENT WILL BE FOLLOWED IN ACCORDANCE
WITH TINKER AFB TRAFFIC MANAGEMENT PROCEDURES.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETUP AND MAINTENANCE OF BARRICADES AND OTHER TRAFFIC WARNING DEVICES AS NECESSARY AROUND THE CONSTRUCTION AREA AND ADJACENT TO OPEN TRENCHES. ALL BARRICADES, WARNING SIGNS, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO ANY ROAD CLOSURE. THIS WILL BE DONE IN ACCORDANCE WITH TINKER AFB TRAFFIC CONTROL REQUIREMENTS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF ALL TRAFFIC CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION. CONSTRUCTION
TRAFFIC CONTROL IS CONSIDERED INCIDENTAL AND INCLUDED IN THE BID ITEMS.
13. FOR DETAIL REGARDING CLEARING AND GRUBBING STANDARDS, SEE SECTION 810 AND SPECIAL PROVISIONS. CONTRACTOR TO SUBMIT A TREE PROTECTION PLAN IN ACCORDANCE TO THE TAFB ENVIRONMENTAL
REQUIREMENTS.
14. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESS DURING REGULAR BUSINESS HOURS FOR EACH ESTABLISHMENT. WORK AT VANCE GATE SHALL OCCUR OUTSIDE OF GATE HOURS OF 5:30AM TO 6:00PM, MONDAY THROUGH FRIDAY. VANCE GATE CLOSURE SHALL BE COORDINATED WITH TINKER AFB AND OCWUT, TAKING PLACE DURING A HOLIDAY WEEKEND. THE EXTERIOR ENTRANCE AND EXIT LANES
SHALL REMAIN OPEN.
15. TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE ACCOMPLISHED 1/2 WIDTH AT A TIME WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY CLOSED.
16. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE" ONE-CALL SYSTEM PRIOR TO CONSTRUCTION AND AS NECESSARY THROUGHOUT THE PROJECT.
17. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND DEPTHS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR OF ALL PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION. UTILITY CROSSINGS SHOWN ARE BASED ON AVAILABLE DATA AND ARE APPROXIMATE.
18. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER, THE OWNER OR THE OWNER'S REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING FABRICATION OF MATERIALS OR ERECTION OF THE WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL FRANCHISE AND CITY UTILITIES PRIOR TO CONSTRUCTION.
19. THE CONTRACTOR SHALL EXERCISE CAUTION IN THE PROGRESS OF WORK IN ORDER TO PREVENT INTERRUPTION OF EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO RESTORE INTERRUPTED SERVICES AS QUICKLY AS POSSIBLE. THE CONTRACTOR SHALL ENSURE POLES AFFECTED BY TRENCHING ARE BRACED BY THE UTILITY OWNER OR CONTRACTOR.
20. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) TO INCLUDE ALL CONCRETE, REBAR, AND ANY OTHER NECESSARY WORK OR MATERIALS NECESSARY FOR THE REPAIR AS SHOWN ON TINKER AIR FORCE BASE STANDARD DETAIL M-5 PCC TRENCH REPAIR. THIS WILL BE DONE IN ACCORDANCE WITH TINKER AFB STANDARDS.
21. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE MUST ALSO OBTAIN A PERMIT FROM ODEQ (FORM 605-002A) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS MEANS THAT LAND DISTURBING OF ONE (1) ACRE OR MORE MUST PERMIT WITH ODEQ AND TINKER AIR FORCE BASE, STORM WATER QUALITY. ALL ACTIVITIES MUST COMPLY WITH TINKER AFB ENVIRONMENTAL REGULATIONS.
22. THE COST OF DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN, OBTAINING A STORM WATER DISCHARGE PERMIT AND ANY OTHER STATE OR FEDERAL LAND OR WATER DISTURBING PERMITS SHALL BE INCLUDED IN THE BID ITEM EROSION AND SEDIMENT CONTROL. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ALL EROSION CONTROL MEASURES REQUIRED TO OBTAIN THE PERMITS. SEE SECTION 109. THE CONTRACTOR SHALL COMPLY WITH TINKER AFB STORM WATER QUALITY AND POLLUTION
PREVENTION REQUIREMENTS.
23. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS WELL AS OR BETTER THAN EXISTING CONDITIONS.
26. FOR ADDITIONAL DETAIL FOR SANITARY SEWER MANHOLE REHABILITATION, SEE SPECIFICATION SECTION 628.
27. FOR CCTV INSPECTION REQUIREMENTS, SEE SECTION 614 AND SPECIAL PROVISIONS. ALL CCTV VIDEOS WILL BE DELEVERED EITHER IN A SHARED FILE OR USB DRIVE.
28. FOR POINT REPAIR GUIDANCE, PLEASE SEE SPECIFICATION SECTION 605.03.04 POINT REPAIRS.
29. WHERE EXISTING SERVICE LATERALS DO NOT COMPLY WITH STANDARD DETAIL 602-01 SERVICE CONNECTION DETAIL, CORRECTIONS SHALL BE MADE TO BRING LATERAL INTO COMPLIANCE.
30. TREE ROOTS SHOULD BE PROTECTED USING BARRIER FENCING PER DETAIL 01-001 OF THIS PLAN SET.
PAY ITEM NOTES
1. FOR PAY ITEM 12: SEWER LEAKAGE TEST (<24 IN): HYDROSTATIC TESTING MUST USE A 2-FOOT TEST HEAD AND
LEAKAGE INWARD OR OUTWARD MUST NOT EXCEED 10 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY.
2. FOR PAY ITEM 10: DEFLECTION TEST (<24IN): IF OPEN CUT WORK IS REQUIRED, DEFLECTION TESTS TO BE
PERFORMED AFTER BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS.
3. PRICE BID WITH UNDERSTANDING THAT ALL NECESSARY RESTORATION IS INCIDENTAL AND INCLUDED IN PAY
ITEMS 1 THROUGH 35.
4. FOR PAY ITEM 13: CONTRACTOR MUST PREPARE INTERIOR SURFACES OF MANHOLE AND INSTALL ONE OF THE FOLLOWING PROTECTIVE COATINGS AT THE SPECIFIED THICKNESS PER THE LINING TABLE FOUND ON SHEET C-502.
5. FOR PAY ITEM 35: THIS ITEM INCLUDES CUTTING THE MANHOLE FLOOR AS SHOWN ON SHEET C-107.
6. BID ITEMS MARKED AS TAFB ARE TO BE BUILT ACCORDING TO THE TINKER AIR FORCE BASE STANDARD DETAILS
FOUND WITHIN THESE DRAWINGS.
7. FOR PAY ITEM 29: MINIMUM THICKNESS OF THE GUTTER SHALL BE 6 INCHES AND SHALL MATCH THE THICKNESS OF THE ADJOINING PAVING WHERE OF GREATER THICKNESS. CURB AND GUTTER REPLACEMENTS SHALL START
AND END AT EXISTING JOINTS.
8. FOR PAY ITEM NO. 17: THIS ITEM PERTAINS TO THE REHABILITATION OF MANHOLE #003 AS NOTED IN THE DRAWINGS. ITEM INCLUDES EPOXY AND CEMENTIOUS COATING OF MANHOLE #003 AS WELL AS REPLACEMENT OF
COVER.
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ITEM NO. SPEC NO. ITEM UNIT QUANTITY
ITEM NO. 1 109 SEDIMENT AND EROSION CONTROL LS 1
ITEM NO. 2 109 AUDIO-VIDEO RECORDING PRE-CONSTRUCTION AND
POST-CONSTRUCTION LS 1
ITEM NO. 3 212 TRENCH EXCAVATION & BACKFILL – 0’ TO 10’ LF 1,250
ITEM NO. 4 212 TRENCH EXCAVATION & BACKFILL – 0’ TO 15’ LF 726
ITEM NO. 5 215 EMBEDMENT MATERIAL CY 366
ITEM NO. 6 602 SEWER SERVICE CONNECTION EA 2
ITEM NO. 7 603 SEWER SERVICE LINE (4-INCH PVC SDR-35) LF 126
ITEM NO. 8 604 ABANDONING SEWER CY 2
ITEM NO. 9 608 SEWER FLOW CONTROL LS 1
ITEM NO. 10 613 DEFLECTION TEST (<24") LS 1
ITEM NO. 11 614 TELEVISION INSPECTION (CCTV) PRE-CONSTRUCTION AND
POST-CONSTRUCTION LF 2,558
ITEM NO. 12 615 SEWER PIPE LEAKAGE TESTING LS 1
ITEM NO. 13 616 4-FOOT DIAMETER SANITARY SEWER MANHOLE (0-6 FT) EA 10
ITEM NO. 14 616 EXTRA DEPTH MANHOLE WALL (4-FOOT DIAMETER) VF 19
ITEM NO. 15 616 INTERNAL MANHOLE DROP CONNECTION (8-INCH) EA 1
ITEM NO. 16 617 MANHOLE TESTING EA 10
ITEM NO. 17 618 SANITARY SEWER MANHOLE REHABILITATION VF 13
ITEM NO. 18 633 SANITARY SEWER PIPE (8-INCH PVC SDR-35) LF 2,158
ITEM NO. 19 635 STEEL CASING BY BORE TRENCH (4-INCH CARRIER) EXCLUDING PIPE LF 40
ITEM NO. 20 635 STEEL CASING BY BORE TRENCH (8-INCH CARRIER) EXCLUDING PIPE LF 185
ITEM NO. 21 801 GPS AS-BUILT SURVEY LS 1
ITEM NO. 22 801 CONSTRUCTION STAKING (CONSTRUCTION SURVEY) LS 1
ITEM NO. 23 802 CONSTRUCTION SIGNING AND TRAFFIC CONTROL LS 1
ITEM NO. 24 809 MOBILIZATION LS 1
ITEM NO. 25 810 CLEARING AND GRUBBING LS 1
ITEM NO. 26 840 SOLID SLAB SODDING SY 819
ITEM NO. 27 TAFB REMOVE AND REPLACE PCC SIDEWALK SY 42
ITEM NO. 28 TAFB PAVEMENT CUT AND PERMANENT REPAIR (ASPHALT) SY 184
ITEM NO. 29 TAFB CURB AND GUTTER LF 80
ITEM NO. 30 TAFB PERIMETER ROAD SY 1,219
ITEM NO. 31 TAFB CART PATH SY 478
ITEM NO. 32 SP LS SPUP-28 DEMOLITION LS 1
ITEM NO. 33 SP LS SPUP-108 DEMOLITION LS 1
ITEM NO. 34 SP ULTRASONIC TRANSDUCER AND CONTROLLER LS 1
ITEM NO. 35 SP MODIFY MANHOLE FLOOR OPENING LS 1
810TAFB810810TAFB840 CLEARING AND GRUBBSOLID SLAB SODDING LSSY 1819
SOLID SLAB SODDINGCLEARING AND GRUBBING SYLS 8191840TAFB
4-25-2025
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
TINKER GOLF COURSE
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BASEBALL FIELDS
PROPOSED 8"
SANITARY SEWER
100 YR FLOODPLAIN
ELEVATION 1203.4
C-102
C-110
C-109 C-108 C-107
EXISTING SANITARY SEWER
LOCATION OF EXISTING
LIFT STATION SPUP-28
LOCATION OF EXISTING
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SCALE:
100' 200' 400'
1'' = 200'
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LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
SANITARY MANHOLE
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FL W = 1209.23 8"
FL NE = 1209.23 8"
WATER SPIGGOT
24"
6" UNK VALVE
T/R=1219.35
FL W = 1217.85 10" RCP
FL N = 1218.05 10"RCP
6" UNK VALVE
T
T/R=1219.18
FL W = 1216.88 10" RCP
FL E =1216.98 10" RCP
6" UNK VALVE
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T/R=1219.06
FL N = 1215.81 12" RCP
FL E = 1215.96 10" RCP
FL NE = 1216.81 8" PVC
FL NE = 1217.56 3" PVC
FL SW = 1215.96 6" RCP
18"
E EMH
24"
STORM SHELTER/BUNKER
PLB TRAFFIC
GL
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FL SW = 1208.12 8"
FL N = 1208.12 8"
FL W = 1208.22 8"
SS
T/R=1219.79
FL E = 1210.11 8"
FL S = 1210.69 6"
FL W = 1217.19 1.5" PVC
FL NW = 1217.29 4" PVC
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APPROXIMATE FORCE MAIN
LOCATION DRAWN FROM GIS
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SCALE:
15' 30' 60'
1" = 30'
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PROPERTY LINE
BUILDING LINE
CURB
TELEPHONE PEDESTAL
POWER POLE
SEWER MANHOLE
LIGHT POLE
STORM MANHOLE
DRIP LINE
SIGN WITH TEXT
GAS LINE
GROUND LIGHT
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IRRIGATION CONTROL VALVE
GAS METER
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DESCRIPTION THEREOF
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WV
W
GE- GROUND ELEVATION
UE- UTILITY ELEVATION
N
5908 ARNOLD ST
BDBOLLARD
4-25-2025
SL
W
W W
W
E
E E
E
E E
E E
E
E
E
18"
GLBD
28" DIA LIFT STATION LID
BD
G
LIFT STATION PANELA/C
ELEC OUTLET
SIGN-STOP
LP
BD
CONTROL PANEL
SIGN-
GL
BD
GL
GLGL
GL
EB
GL
COL 8" STEEL
COL 8" STEEL
COL 8" STEEL
COL 8" STEEL
ASPHALT
C O
N C
R
ET
E
15"
15"
T TELE RISER
ET ET
WV
WV
T TELE RISER
PLB ELEC
T TELE RISER
PLB !
LP
EB
E
LP
TWO 2" VERT STEEL PIPE T
T/R=1219.06
FL N = 1215.81 12" RCP
FL E = 1215.96 10" RCP
FL NE = 1216.81 8" PVC
FL NE = 1217.56 3" PVC
FL SW = 1215.96 6" RCP
18"
E EMH
24"
STORM SHELTER/BUNKER
PLB TRAFFIC
GL
xx xx xx xx xx
CATV
CATV
CATV
CATV CATV CATV
W W W W W
C A
TV
E
E E E
E
E
E
E
E
E
E
E
E
E xx xx xx xx
SS
T/R=1219.79
FL E = 1210.11 8"
FL S = 1210.69 6"
FL W = 1217.19 1.5" PVC
FL NW = 1217.29 4" PVC
FM FM
FM
FM
FM
SS
SS
S S
BM #508
BM #509
B.
, P
. 3
3+29.28
1+00 2+00
3+00
CO
STA: 2+59.23
MANHOLE #002
INSTALL 4' DIA MANHOLE
W/ NON-VENTED COVER
TR: 1218.84'
6.0' DEPTH
FL NW: 1213.66' (4" IN)
FL E: 1212.86' (8" OUT)
STA: 1+10.00
MANHOLE #001
REMOVE EX. MH AND
INSTALL 4' DIA MANHOLE
W/ VENTED COVER
TR: 1220.32'
10.2' DEPTH
FL W: 1210.11' (8" IN)
FL E: 1210.11' (8" OUT)
EX. 232.99 LF 8" PVC
SANITARY SEWER @ 0.38%
149.23 LF OPEN CUT 8" PVC
SANITARY SEWER @ 1.84%
70.04 LF 4" PVC
SANITARY SEWER @ 2.00%
STA 3+29.28
4" TWO-WAY CLEANOUT,
SEE DETAIL 01-002 ON C-507
REPLACE LS W/ CLEANOUT&
RECONNECT EXIST SERVICE
N 156319.12 E 2140342.48
CATV LINE PRESENT
REMOVE AND REPLACE
68 SY ASPHALT PAVEMENT
12 LF CURB AND GUTTER
REMOVE AND REPLACE
5.5 SY CART PATH
ASPHALT PAVEMENT
WATERLINE PRESENT
EXISTING 3" FORCE MAIN TO BE ABANDONED
(LOCATION APPROXIMATE BASED ON GIS)
FILL 5FT AT EACH END OF PIPE WITH
FLOWABLE FILL AND ABANDON IN PLACE
LIMITS OF EXCAVATION
SEE NOTE 2
REMOVE AND REPLACE
5.1 SY CONCRETE SIDEWALK
REMOVE AND REPLACE
20.6 SY ASPHALT PAVEMENT
29 LF CURB & GUTTER
LIMITS OF EXCAVATION
SEE NOTE 2
REMOVE AND REPLACE 6 LF
CURB & GUTTER
STORMWATER LINE PRESENT
VANCE GATE
SEE NOTE 1
12'X25' RECEIVING
BORE PIT
12'X40' LAUNCH
BORE PIT
SEE NOTE 4
CCTV INSPECT PIPE
THEN FILL/ABANDON
SEE NOTE 4
SEE NOTE 4
CONSTRUCTION
ENTRANCE SEE
DETAIL 01-004
REMOVE AND REPLACE
5.0 SY CONCRETE SIDEWALK
EDGE OF FORMER 5908
ARNOLD ST BUILDING.
SEE NOTE 5.
40 LF JACK AND BORE
(4" SANITARY SEWER
W/ CASING) @ 2.00%
M
AT
C H
LI
N
E
ST
A 0+
M
AT
C H
LI
N
E
ST
A 3+
EX
ST
PR
O
P
FL
0+601+00
.3
.4
.5
.0
.5
.0
.2
.0
.7
.0
2+00
.0
.9
.4
.9
.6
.9
.5
.9
.6
.8
3+00
.3
.8
.5
.8
3+40
.8
IE
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.1
(E
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IN
0.
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AN
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A:
+1
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0.
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0.
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IE
IN
3.
(N W
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AN
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N O
N -V
EN
TE
D C
O
VE
R
ST
A:
+5 9.
R
IM
8.
D
EP
TH
.0
70.04 LF 4" PVC
SANITARY SEWER @ 2.00%
EXISTING
GRADE @ PIPE
3.
0'
M
IN
EX. 232.99 LF 8" PVC
SANITARY SEWER @ 0.38%
149.23 LF OPEN CUT 8" PVC
SANITARY SEWER @ 1.84%
4" C
AT
V
C R
O
SS
IN
G
SP
AN
S 0.
3F T
ST
A
1+
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IE
7.
4" W
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LI
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R O
SS
IN
G S
PA
N
S 3.
1F T
ST
A
2+
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7.
6" R
C P
ST
R
M P
IP
E
C R
O
SS
IN
G
SP
AN
S 0.
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ST
A
1+
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IE
5.
4" C
LE
AN
O U
T
ST
A 3+
.2
R
IM
8.
IE
O U
T
.0
6' (S
E)
STA 2+81.61
BEGIN CASING
STA 3+23.46
END CASING
6" P
VC
E
LE
C
TR
IC
C R
O
SS
IN
G
S
PA
N S
2.
FT
ST
A 3+
.2
D
EP
TH
U N
K
40 LF JACK AND BORE
(4" SANITARY SERVICE
W/ CASING) @ 2.00%
18"
GLBD
28" DIA LIFT STATION LID
BD
G
LIFT STATION PANELA/C
ELEC OUTLET
SIGN-STOP
LP
BD
CONTROL PANEL
SIGN-
GL
BD
GL
GLGL
GL
EBGL
COL 8" STEEL
COL 8" STEEL
COL 8" STEEL
COL 8" STEEL
ASPHALT
C O
N C
R
ET
E
TELE RISER
WV
T TELE RISER
PLB ELEC
T TELE RISER
PLB !
LP
EB
E
LP
TWO 2" VERT STEEL PIPE T 18"
E EMH
24"
STORM SHELTER/BUNKER
PLB TRAFFIC
GL
xx xx xx xx
SS
T/R=1219.79
FL E = 1210.11 8"
FL S = 1210.69 6"
FL W = 1217.19 1.5" PVC
FL NW = 1217.29 4" PVC
FM
FM
FM
SS
S S
BM #508
BM #509
REF NAIL
' S
TA
TU
TO
R
Y R
IG
H
T O
F W
AY
CO
TRAFFIC CONTROLS SHOWING
LANE CLOSURE AT ENTRANCE
FROM S. SOONER
EXISTING SPUP-128
LIFT STATION
12'x25' RECEIVING PIT
12'x40'
LAUNCH PIT
BLOCK OFF THIS
PORTION OF THE
PARKING LOT
EXISTING MANHOLE
OPEN CUT
REPLACEMENT
BLOCK OFF THIS END OF THE
PARKING LOT
TRAFFIC CONTROLS
SHOWING LANE
CLOSURE AT ARNOLD
ST. RIGHT TURN LANE
SWING GATE
SEE NOTE 1
SWING GATE
SEE NOTE 1
GL
BD
28" DIA LIFT STATION LID
LIFT STATION PANEL
A/C
CONTROL PANEL
SIGN-
C O
N C
R
ET
E
CATV
E E
E
E
E
E
E
E
E E E xx xx
FM FM
CO
12'X25'
RECEIVING
BORE PIT
STA 3+29.28
4" TWO-WAY CLEANOUT,
SEE DETAIL 01-002 ON C-507
REPLACE LS W/ CLEANOUT&
RECONNECT TO EXIST SERVICE
N 156319.12
E 2140342.48
REMOVE AND REPLACE
12.9 SY ASPHALT
7.7 CONCRETE
29 LF CURB & GUTTER
VANCE GATE
FOOTPRINT
REMOVE AND
REPLACE BOLLARD
TEMPORARILY BRACE
WARNING LIGHT DURING
CONSTRUCTION.
(PROTECT IN PLACE)
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100% DESIGN
SCALE:
10' 20' 40'
1'' = 20'
SS
SS
W
LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
PROFILE
SCALE: HORZ: 1" = 20'
VERT: 1" = 5'
PLAN
SCALE: 1" = 20'
SANITARY MANHOLE
NEW
SANITARY MANHOLE
REHABILITATION
JACK AND BORE
C -1
SP
U
P-
PL
AN
A
N D
P R
O
FI
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ST
A 0+
T
O S
TA
+2
BH
SG
AK
VANCE GATE LANE CLOSURE
ROADWAY CLOSURE
REMOVE AND REPLACE PAVEMENT
SANITARY SERVICE CLEANOUT
CO
CCTV INSPECTION
LIFT STATION REPLACEMENT DETAIL
SCALE: 1" = 10'
PRE-CONSTRUCTION CCTV
N
NOTES:
1. EASTERLY ENTRANCE LANE AND WESTERLY EXIT LANE WILL BE
CLOSED WHILE PIPE SEGMENT UNDER EXIT LANE IS BORED.
CONTRACTOR SHALL NOTIFY AND COORDINATE WITH TINKER AIR
FORCE BASE TWO WEEKS IN ADVANCE OF CLOSURE. TRAFFIC LANES
SHALL BE BACKFILLED RESURFACED, AND OPENED TO TRAFFIC
WITHIN 1 MONTH OF INITIAL CLOSURE SWING GATE OPERATION TO
BE PERFORMED BY TINKER AIR FORCE BASE PERSONNEL ONLY.
BOTH DIRECTIONS OF TRAVEL MUST BE FULLY OPENED WITH NO
CONSTRUCTION ACTIVITIES OR EQUIPMENT IN THE AREA DURING
SPECIAL EVENT FROM JUNE 25, 2025 TO JULY 2, 2025.
2. LIMITS OF DISTURBANCE MUST BE OBSERVED ACCORDING TO THESE
CONSTRUCTION DRAWINGS. SOIL MUST NOT BE DISTURBED NOR
PAVEMENT CUT OUTSIDE THE BOUNDARIES SHOWN.
3. UNLESS OTHERWISE NOTED, PAVEMENT CUT AND PERMANENT
REPAIR SHALL BE IN ACCORDANCE WITH TINKER AIR FORCE BASE
STANDARD DETAIL M-5 FOR PCC PAVEMENT AND M-6 FOR ASPHALTIC
CONCRETE PAVEMENT.
4. PRECEDING THE DEMOLITION OF MH001, SEWERS CONNECTING
FROM THE NORTHWEST AND THE SOUTH SHALL BE CCTV INSPECTED.
SUBMIT CCTV TO ENGINEER FOR REVIEW/APPROVAL BEFORE FILLING
AND ABANDONING PIPES. FILL 5FT AT END OF PIPE WITH FLOWABLE
FILL AND ABANDON IN PLACE.
5. THE BUILDING FORMERLY AT 5908 ARNOLD STREET WAS RECENTLY
DEMOLISHED AND CONSTRUCTION IS ON-GOING IN THIS AREA.
COORDINATION WITH CONSTRUCTION CONTRACTOR MAY BE
REQUIRED TO ACCESS AREA FOR SEWER CONSTRUCTION.
6. CURB CONSTRUCTION SHALL BE OF PORTLAND CEMENT CONCRETE
AND BE OF INTEGRAL 6" BARRIER CURB-AND GUTTER DESIGN.
CURBING DESIGN SHALL COMPLY WITH ARCHITECTURAL BARRIERS
ACT (ABA) ACCESSIBILITY STANDARD FOR DOD FACILITIES.
EXPANSION JOINTS SHALL BE PLACED EVERY 5TH JOINT. EXPANSION
JOINTS SHALL BE BRIDGED BY 2 EVENLY SPACED 24" X 1" DIAMETER
SMOOTH DOWELS WITH ONE END FREE TO SLIP. MINIMUM WIDTH OF
CURB AND GUTTER SHALL BE 24 INCHES.
4-25-2025
ST
A
1+
T O
S
TA
+6
SL
GL
BD
28" DIA LIFT STATION LID
LIFT STATION PANEL
A/C
ELEC OUTLET
SIGN-STOP
LP
BD
CONTROL PANEL
SIGN-
GL
GL
GL
EB
GL
COL 8" STEEL
COL 8" STEEL
COL 8" STEEL
ASPHALT
C O
N C
R
ET
E
WV
PLB !
LP
EB
E
LP
TWO 2" VERT STEEL PIPE
STORM SHELTER/BUNKER
GL
xx xx xx xx xx xx
CATV
CATV CATV
W W
E
E E
E E
E
E
E
E
E
E
EEE
E
E
E E E
E E xx xx
FM FM FM FM
BM #508
LIFT STATION TO
BE DEMOLISHED
FILL 5 FT AT EACH END
OF EXISTING FORCE MAIN
WITH FLOWABLE FILL
AND ABANDON IN PLACE.
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C -1
SP
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BH
SG
AK
LIFT STATION SPUP-108
SCALE: 1"=10'
DEMOLITION NOTES
1. PRIOR TO DEMOLITION, CONTRACTOR TO
CONFIRM POWER TO SITE IS CONTROLLED.
2. CONTRACTOR TO NOTIFY OWNER TWO WEEKS IN
ADVANCE OF DEMOLITION TO COORDINATE ANY
SALVAGE ITEMS.
3. DISPOSE OF PUMPS AND EXCESS EQUIPMENT PER
OKC SPECIFICATIONS.
4. SERVICE TO REMAIN IN OPERATION THROUGHOUT
CONSTRUCTION PER REQUIRED BYPASS PUMPING.
LEGEND
EB = ELECTRIC BOX
CP = CONTROL PANEL
WV = WATER VALVE
LS EP = LIFT STATION
CONTROL PANEL
SCALE:
5' 10' 20'
1'' = 10'
N
4-25-2025
SL
ELP
SS
T/R=1201.94
FL N = 1183.00 36"
FL S = 1183.00 36"
T BELL
18"
15"
15"
SS
T/R=1198.14
FL N = 1183.00 36"
FL E = 1185.44 18"
BROKEN CONC
xxxxxxxxxxxxxx
E
E
BM #504
SS
T/R=1201.86
FL N = 1183.21 36"
FL S = 1183.01 36"
SS SS SS SS SS SS SS SS
S S
S S
33' STATUTORY RIGHT OF WAY
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100% DESIGN
SCALE:
15' 30' 60'
1'' = 30'
M
AT
C H
LI
N
E C
-1
C -1
SP
U
P-
EX
IS
TI
N
G C
O N
D
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IO
N
S
SH
EE
T
0F
BH
SG
AK
N
LEGEND
SECTION LINE
PROPERTY LINE
BUILDING LINE
CURB
TELEPHONE PEDESTAL
POWER POLE
SEWER MANHOLE
LIGHT POLE
STORM MANHOLE
DRIP LINE
SIGN WITH TEXT
GAS LINE
GROUND LIGHT
TCBTRAFFIC CONTROL BOX
IRRIGATION CONTROL VALVE
GAS METER
WATER VALVE
GUY WIRE
FIRE HYDRANT
WATER METER
G
SS
Tele.
Ped.
WATER LINE W
SSSANITARY SEWER LINE
CURB INLET
SDSD
GL
DECIDUOUS TREE
CONIFEROUS TREE
G
BOUNDARY LINE
CENTERLINE
CONCRETE
OVERHEAD POWER OH
UNDERGROUND ELECTRIC E
STORM SEWER LINE
PP
T
ELECTRIC BOX
BENCHMARK
FOUND MONUMENT W/
DESCRIPTION THEREOF
SET MONUMENT W/MAC
OKC CA699 CAP
WV
W
GE- GROUND ELEVATION
UE- UTILITY ELEVATION
4-25-2025
SL
LPE
ASP EDGE BROKEN/UNEVEN
FL=1203.02 FL=1202.36
T/R=1205.98
EEPED OGE
FL=1200.40
FL=1199.64
LPE
18"30"24"24"15"
FL=1192.64
T BELL
FL=1191.76
FL=1193.86
FL
=1
3.
FL=1194.11
FL=1190.74
4" WOOD POST
4" WOOD POST
36"36"
LPE
FL=1194.45
ELP
24"
18"
24"
12"
24"
15"
15"
24"
BURIED/BROKEN ASP
FL=1194.66
FL=1195.36 FL=1195.38
FL=1195.24
xx xx xxxxxxxxxxxxxxxxxx xx xxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx
E E E E E E E
E E
E E E
BM #502 BM #503
S.E. 29TH STREET S.E. 29TH STREET
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SCALE:
15' 30' 60'
1'' = 30'
M
AT
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E C
-1
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-1
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BH
SG
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N
LEGEND
SECTION LINE
PROPERTY LINE
BUILDING LINE
CURB
TELEPHONE PEDESTAL
POWER POLE
SEWER MANHOLE
LIGHT POLE
STORM MANHOLE
DRIP LINE
SIGN WITH TEXT
GAS LINE
GROUND LIGHT
TCBTRAFFIC CONTROL BOX
IRRIGATION CONTROL VALVE
GAS METER
WATER VALVE
GUY WIRE
FIRE HYDRANT
WATER METER
G
SS
Tele.
Ped.
WATER LINE W
SSSANITARY SEWER LINE
CURB INLET
SDSD
GL
DECIDUOUS TREE
CONIFEROUS TREE
G
BOUNDARY LINE
CENTERLINE
CONCRETE
OVERHEAD POWER OH
UNDERGROUND ELECTRIC E
STORM SEWER LINE
PP
T
ELECTRIC BOX
BENCHMARK
FOUND MONUMENT W/
DESCRIPTION THEREOF
SET MONUMENT W/MAC
OKC CA699 CAP
WV
W
GE- GROUND ELEVATION
UE- UTILITY ELEVATION
4-25-2025
SL
UP
GWGW
LP
E
T/R=1207.48
FL=1207.56
LP
E
T/R=1211.07
LP
E
T/R=1209.92
ELP
.06
BD
BD
T
EBEB
T TELE RISER
ET E E EEB
FOUL POLE
CENTER 54" LIFT STATION LID
LIFT STATION PANEL
LP
24 9' PARKING SPACES
WATER SPIGGOT
D U
G O
U T
LP
SCOREBOARD
LP
FOUL POLE
4" STEEL POST
GW
4" STEEL POST
8"
18" DIA OLD CONC ANCHOR BASE
10"
10"
12"
12"
10"
12" xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
FO
E
FO
xxxx xx xxxx xx
E xx xx E
E xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
FO
FO
FO
FO
FO
FO
BM #500
BM #501
BM #507
BM #506
S.E. 29TH STREET 33' STATUTORY RIGHT OF WAY
REF SOUTHEAST CORNER
MAG BASE
REF X
RAMP
RAMP
R
AM
P R
AM
P
RAMP
REF X
R
AM
P
RAMP
RAMP
EXIST FORCE MAIN
CHKD:
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Bar Measures 1 inch, otherwise drawing not to scale
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100% DESIGN
M
AT
C H
LI
N
E C
-1
SCALE:
15' 30' 60'
1'' = 30'
C -1
SP
U
P-
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
SH
EE
T
O
F
BH
SG
AK
N
LEGEND
SECTION LINE
PROPERTY LINE
BUILDING LINE
CURB
TELEPHONE PEDESTAL
POWER POLE
SEWER MANHOLE
LIGHT POLE
STORM MANHOLE
DRIP LINE
SIGN WITH TEXT
GAS LINE
GROUND LIGHT
TCBTRAFFIC CONTROL BOX
IRRIGATION CONTROL VALVE
GAS METER
WATER VALVE
GUY WIRE
FIRE HYDRANT
WATER METER
G
SS
Tele.
Ped.
WATER LINE W
SSSANITARY SEWER LINE
CURB INLET
SDSD
GL
DECIDUOUS TREE
CONIFEROUS TREE
G
BOUNDARY LINE
CENTERLINE
CONCRETE
OVERHEAD POWER OH
UNDERGROUND ELECTRIC E
STORM SEWER LINE
PP
T
ELECTRIC BOX
BENCHMARK
FOUND MONUMENT W/
DESCRIPTION THEREOF
SET MONUMENT
W/MAC OKC CA699 CAP
WV
W
GE- GROUND ELEVATION
UE- UTILITY ELEVATION
SPUP-28
54" LS ACCESS LID
4-25-2025
SL
ELP ELP
SS
T/R=1201.94
FL N = 1183.00 36"
FL S = 1183.00 36"
T BELL
18"
15"
15"
24"
18"
24"
12"
24"
15"
15"
24"
SS
T/R=1198.14
FL N = 1183.00 36"
FL E = 1185.44 18"
BROKEN CONC
xxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxx
E E E E
E
E
BM #503 BM #504
SS SS SS SS SS
S S
S S
S.E. 29TH STREET 33' STATUTORY RIGHT OF WAY
1+002+003+004+00 x x x
10.51'
36" 36"
214.66 LF
JACK AND BORE (8" CARRIER)
SANITARY SEWER @ 0.51%
197.29 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
EXIST SECURITY FENCE
TREATMENT FACILITY INFLUENT,
EFFLUENT, ELECTRICAL AND
CONTROLS PIPING (BY OTHERS)
5.
1'
STA 3+17.29
BEGIN STEEL
ENCASEMENT
REMOVE AND REPLACE
101.2 SY CART PATH
STA: 1+00.00
MANHOLE #003
TR: 1198.24'
15.2' VF - SANITARTY SEWER MANHOLE REHAB
INSTALL INTERIOR DROP
MODIFY MANHOLE FLOOR OPENING
SEE NOTES 1 AND 2
FL W: 1187.87' (8" IN)
FL E: 1185.44' (18" IN)
FL N: 1183.00' (36" OUT)
100 YR FLOODPLAINCONNECT TO EXISTING CONCRETE
MANHOLE. SEE NOTE 1
BURIED ELECTRIC
LINE PRESENT
REMOVE TREE
LIMITS OF DISTURBANCE
SEE NOTE 3
40'x12' BORE
LAUNCH PIT
STA: 2+97.29
MANHOLE #004
INSTALL 4' DIA MANHOLE
BOLTED, NON-VENTED COVER
TR: 1197.25'
8.4' DEPTH
FL W: 1188.96' (8" IN)
FL E: 1188.86' (8" OUT)
SILT FENCE
M
AT
C H
LI
N
E
ST
A 0+
M
AT
C H
LI
N
E
ST
A 4+
EX
ST
PR
O
P
FL
0+801+00
.0
.3
.7
.2
2+00
.2
.2
3+00
.1
.1
4+00
.1
EXISTING
GRADE @ PIPE
100 YR FLOODPLAIN
197.29 LF OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
IE
O
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.8
(E
IE
IN
8.
(W
M
AN
H O
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BO
LT
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, N
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-V
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TE
D
C O
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R
ST
A:
+9
7.
R
IM
7.
D
EP
TH
.4
185 LF JACK AND BORE
(8" CARRIER) SANITARY SEWER @ 0.51%
6" P
VC
E
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C
TR
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C O
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FL
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+0
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BEGIN CASING
CHKD:
DRWN:
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Bar Measures 1 inch, otherwise drawing not to scale
C op yr ig ht : T et ra
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TS-0006
Sheet of 22
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LI
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N
AR
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100% DESIGN
SCALE:
15' 30' 60'
1'' = 30'
PROFILE
SCALE: HORZ: 1" = 30'
VERT: 1" = 5'
PLAN
SCALE: 1" = 30'
M
AT
C H
L
IN
E
ST
A 4+
S
EE
S
H
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-1
EXISTING 36" SEWER RUNS
SOUTH TO NORTH BENEATH
MANHOLE STRUCTURE
EXISTING 18" FORCE
MAIN FROM EAST
CORE DRILL NEW OPENING
FOR 8" GRAVITY SEWER
CONNECTION. INSTALL
INTERIOR DROP PIPE
NOTES:
1. CORE HOLE FOR NEW GRAVITY SEWER CONNECTION INTO
EXISTING CONCRETE MANHOLE. SEE DETAIL ON THIS SHEET.
INSTALL INTERIOR DROP PIPE. SEE DETAIL 08 ON SHEET C-504.
2. REMOVE AND REPLACE COVER WITH BOLTED, NON-VENTED LID.
LINE INTERIOR OF MANHOLE SURFACES WITH CEMENTITIOUS
BASE COAT AND EPOXY TOP COAT.
3. LIMITS OF DISTURBANCE MUST BE OBSERVED ACCORDING TO
THESE CONSTRUCTION DRAWINGS. SOIL MUST NOT BE
DISTURBED NOR PAVEMENT CUT OUTSIDE THE BOUNDARIES
SHOWN. CONTRACTOR SHALL MAINTAIN 5FT DISTANCE FROM
SECURITY FENCE.
4. FINAL SURFACE RESTORATION FROM STATION 1+00 TO 9+56 IS
TO BE COMPLETED AFTER INFLUENT, EFFLUENT, ELECTRICAL,
AND CONTROLS PIPING FOR TREATMENT FACILITY HAVE BEEN
INSTALLED. COORDINATE WITH TINKER AFB PERSONNEL.
SS
SS
W
LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
SANITARY MANHOLE
NEW
SANITARY MANHOLE
REHABILITATION
JACK AND BORE
C -1
SP
U
P-
PL
AN
A N
D P
R O
FI
LE
ST
A
1+
T O
S
TA
+0
BH
SG
AK
SAW CUT 20"X12" OPENING IN FLOOR
AND TOP OF 36-INCH RCP PARALLEL
TO THE DIRECTION OF FLOW TO
ALLOW ACCESS FOR CCTV CAMERA.
EXTEND NEW PIPE TO OPENING
N
4-25-2025
SL
LPE
ASP EDGE BROKEN/UNEVEN
FL=1203.02 FL=1202.36
SD T/R=1205.98
EEPED OGE
FL=1200.40
FL=1199.64
LPE
18"30"24"24"15"
FL=1192.64
T BELL
FL=1191.76
FL=1193.86
FL
=1
3.
FL=1194.11
4" WOOD POST
4" WOOD POST
36"36"
LPE
FL=1194.45
24"
BURIED/BROKEN ASP
FL=1195.24
xx xx xxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx
E E E E E E E
E
BM #502
S.E. 29TH STREET
REMOVE AND REPLACE
18 SY ROAD ASPHALT
4+005+006+00 7+00
8+009+0010+00
100 YR FLOODPLAIN
STATION AL
ELEV. 1203.4
1.93'
INSTALL ADS TRITON+
FLOW MONITOR
SEE NOTE 1
CART PATH
BUILDING
STORMWATER
LINE PRESENT
STA: 5+11.95
MANHOLE #005
INSTALL 4' DIA MANHOLE
BOLTED, NON-VENTED COVER
TR: 1198.20'
8.1' DEPTH
FL W: 1190.23' (8" IN)
FL E: 1190.06' (8" OUT)
369.47 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 1.91%
TREATMENT FACILITY INFLUENT,
EFFLUENT, ELECTRICAL AND
CONTROLS PIPING (BY OTHERS)
TREATMENT FACILITY
(BY OTHERS) 214.66 LF JACK AND BORE
(8" CARRIER) SANITARY
SEWER @ 0.51%
REMOVE AND REPLACE
402 SY CART PATH
5.
1'
5.
4'
LIMITS OF DISTURBANCE
SEE NOTE 2
.5
STA 5+02.32
END OF STEEL ENCASEMENT
GRAVEL "PERIMETER
ROAD" TO BE REINSTATED
STA: 8+81.41
MANHOLE #006
INSTALL 4' DIA MANHOLE
VENTED COVER
TR: 1207.26'
10.0' DEPTH
FL W: 1197.27' (8" IN)
FL E: 1197.27' (8" OUT)
12'X25' RECEIVING
BORE PIT
M
AT
C H
LI
N
E
ST
A 4+
M
AT
C H
LI
N
E
ST
A
+0
EX
ST
PR
O
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FL
4+00
.1
.0
5+00
.0
.9
6+00
.9
.9
7+00
.8
.8
8+00
.6
.8
.1
.7
9+00
.4
.7
.6
.7
10+00
.3
.6
EXISTING
GRADE @ PIPE
4.
0'
M
IN
399.89 LF OPEN CUT 8" PVC
SANITARY SEWER @ 0.86%
369.47 LF OPEN CUT 8" PVC
SANITARY SEWER @ 1.91%
100 YR FLOODPLAIN
IE
O U
T
.0
(E
IE
IN
0.
(W
M
AN
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BO
LT
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, N
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D
ST
A:
+1
1.
R
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8.
D
EP
TH
.1
185 LF JACK AND BORE
(8" CARRIER) SANITARY SEWER @ 0.51%IE
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IN
7.
(W
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ST
A:
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1.
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IM
7.
D
EP
TH
0.
STA 5+02.32
END CASING
6" P
VC
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C
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C op yr ig ht : T et ra
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TS-0006
Sheet of 22
PR
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LI
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IN
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AR
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100% DESIGN
SCALE:
15' 30' 60'
1'' = 30'
PROFILE
SCALE: HORZ: 1" = 30'
VERT: 1" = 5'
PLAN
SCALE: 1" = 30'
M
AT
C H
L
IN
E
ST
A
+0
SE
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
ST
A 4+
S
EE
S
H
EE
T C
-1
CART PATH EXIST SECURITY FENCE SS
SS
W
LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
SANITARY MANHOLE
NEW
SANITARY MANHOLE
REHABILITATION
JACK AND BORE
C -1
SP
U
P-
PL
AN
A N
D P
R O
FI
LE
ST
A
4+
T O
S
TA
0+
BH
SG
AK
NOTES:
1. AFTER NEW MANHOLE IS INSTALLED, INSTALL BATTERY POWERED
ADS TRITON+ FLOW MONITOR WITH PEAK COMBO SENSOR (CS4) AND
SURFACE COMBO SENSOR (CS5-V).
2. LIMITS OF DISTURBANCE MUST BE OBSERVED ACCORDING TO THESE
CONSTRUCTION DRAWINGS. SOIL MUST NOT BE DISTURBED NOR
PAVEMENT CUT OUTSIDE THE BOUNDARIES SHOWN. CONTRACTOR
SHALL MAINTAIN 5FT DISTANCE FROM SECURITY FENCE.
3. FINAL SURFACE RESTORATION FROM STATION 1+00 TO 9+56 IS TO
BE COMPLETED AFTER INFLUENT, EFFLUENT, ELECTRICAL, AND
CONTROLS PIPING FOR TREATMENT FACILITY HAVE BEEN INSTALLED.
COORDINATE WITH TINKER AFB PERSONNEL
N
4-25-2025
SL
FL=1207.56
LP
E
SD T/R=1211.07
LP
E
SD T/R=1209.92
ELP
FOUL POLE
4" STEEL POST
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
BM #501
S.E. 29TH STREET 33' STATUTORY RIGHT OF WAY
10+0011+0012+0013+0014+0015+0016+00
399.89 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 0.86%397.78 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 1.04%
TREATMENT FACILITY
(BY OTHERS)
EXIST SECURITY FENCE
LIMITS OF DISTURBANCE
SEE NOTE 1
5'
GRAVEL "PERIMETER ROAD"
TO BE REINSTATED
STA: 12+81.30
MANHOLE #007
INSTALL 4' DIA MANHOLE
VENTED COVER
TR: 1210.70'
10.0' DEPTH
FL W: 1200.71' (8" IN)
FL E: 1200.71' (8" OUT)
M
AT
C H
LI
N
E
ST
A
+0
M
AT
C H
LI
N
E
ST
A
+0
PROFILE NORTH LEG
EX
ST
PR
O
P
FL
10+00
.3
.6
.6
11+00
.6
.5
12+00
.5
.8
.5
13+00
.9
.4
.4
.4
14+00
.6
.3
.1
.3
15+00
.4
.3
.3
.2
16+00
.2
.2
EXISTING
GRADE @ PIPE
399.89 LF OPEN CUT 8" PVC
SANITARY SEWER @ 0.86%
IE
O
U T
.7
(E
IE
IN
0.
(W
M
AN
H O
LE
VE
N
TE
D
C O
VE
R
ST
A:
2+
.3
R
IM
0.
D
EP
TH
0.
397.78 LF OPEN CUT 8" PVC
SANITARY SEWER @ 1.04%
CHKD:
DRWN:
PROJ:
DESN:
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S T.
S
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TU
LS
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PH
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FA
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-2
-3
TS-0006
Sheet of 22
PR
O
JE
C
T
TS
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IN
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R
A
FB
LI
FT
S
TA
TI
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N E
LI
M
IN
AT
IO
N
AR
EA
D
100% DESIGN
PROFILE
SCALE: HORZ: 1" = 30'
VERT: 1" = 5'
PLAN
SCALE: 1" = 30'
M
AT
C H
L
IN
E
ST
A
+0
SE
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
ST
A
+0
SE
E
SH
EE
T C
-1
SS
SS
W
LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
SANITARY MANHOLE
NEW
SANITARY MANHOLE
REHABILITATION
JACK AND BORE
C -1
SP
U
P-
PL
AN
A N
D P
R O
FI
LE
ST
A
+0
TO
S
TA
6+
BH
SG
AK
SCALE:
15' 30' 60'
1'' = 30'
NOTES:
1. LIMITS OF DISTURBANCE MUST BE OBSERVED ACCORDING TO THESE
CONSTRUCTION DRAWINGS. SOIL MUST NOT BE DISTURBED NOR
PAVEMENT CUT OUTSIDE THE BOUNDARIES SHOWN. CONTRACTOR
SHALL MAINTAIN 5FT DISTANCE FROM SECURITY FENCE.
N
4-25-2025
SL
U P
G W
G W
LPE
T/ R
=1
7.
FL
=1
7.
1214.062
BD BD
T
EB
EB
T
T
EL
E R
IS
ER
ET
E
E
EEB
FO
U
L
PO
LE
CENTER 54" LIFT STATION LID
LI
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S
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AN
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LP 24
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N
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PA
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PI
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G O
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DUGOUT
LP
SC
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EB
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LP
FO
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L
PO
LE
4" S
TE
EL
P O
ST
G W
4" S
TE
EL
P O
ST
8" 18 " D
IA
O
LD
C
O N
C A
N C
H O
R B
AS
E xx xx xx xx xx xx
FO
E
FO
xx xxxx xx xx xx
E xx xx E
E xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
FO FO FO FO FO FO
BM
BM
BM
R
EF
S O
U
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C O
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ER
M
AG
B
AS
E
R
EF
X R
AM
P
R
AM
P
B.1589, P. 383
FM
C O
+0
17+0018+0019+00
20+00
21+00
21+64.31
CO
EXIST WATERLINE TO
BE VERIFIED IN FIELD
BY CONTRACTOR
BATHROOM AND
CONCESSIONS
RESTORE AREA
WITH SOD
STA: 21+64.31
4" TWO-WAY CLEANOUT,
SEE DETAIL 01-002
REPLACE MH W/ CLEANOUT &
RECONNECT TO EXIST SERVICE
FL SW: 1208.42' (4" OUT)
STA: 21+54.84
4" TWO-WAY CLEANOUT,
SEE DETAIL 01-002
ON SHEET C-507
FL NE: 1208.23' (4" IN)
FL W: 1208.23' (4" OUT)
STA: 19+74.10
MANHOLE #009
INSTALL 4' DIA MANHOLE
VENTED COVER
TR: 1213.65'
7.3' DEPTH
FL SW: 1206.31' (8" IN)
FL N: 1206.31' (8" OUT)
75.46 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
58.93 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
46.35 LF 4" PVC Pipe
SANITARY SERVICE @ 2.00%
9.47 LF 4" OPEN CUT 4" PVC
SANITARY SERVICE @ 2.00%
295.02 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
397.78 LF 8" OPEN CUT 8" PVC
SANITARY SEWER @ 1.04%
STA: 21+08.49
MANHOLE #011
NON-VENTED COVER
TR: 1212.98'
6.0' DEPTH
FL E: 1207.30' (4" IN)
FL N: 1206.98' (8" OUT)
REMOVE AND REPLACE 7 LF CURB
REMOVE AND REPLACE
6 LF CONC CURB
REMOVE AND REPLACE
PARKING LOT PAVEMENT
78 SY PARKING LOT
PAVEMENT (ASPH)
EXIST SECURITY FENCE
LIMITS OF DISTURBANCE
SEE NOTE 1
LIMITS OF DISTURBANCE
SEE ROOT ZONE
PROTECTION DETAIL
EXISTING 4"
FORCE MAIN TO
BE ABANDONED
GRAVEL "PERIMETER ROAD"
TO BE REINSTATED
STA: 16+79.07
MANHOLE #008
INSTALL 4' DIA MANHOLE
VENTED COVER
TR: 1211.58'
6.7' DEPTH
FL S: 1204.83' (8" IN)
FL E: 1204.83' (8" OUT)
STA: 20+33.03
MANHOLE #010
INSTALL 4' DIA MANHOLE
NON-VENTED COVER
TR: 1212.64'
6.0' DEPTH
FL S: 1206.60' (8" IN)
FL NE: 1206.60' (8" OUT)
REMOVE AND REPLACE
32.4 SY CONC SIDEWALK
CONSTRUCTION
ENTRANCE SEE
DETAIL 01-004
M
AT
C H
LI
N
E
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A
+0
M
AT
C H
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A
+0
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16+00
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20+00
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21+00
.0
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.2
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22+00
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EXISTING GRADE @ PIPE
397.78 LF OPEN CUT 8" PVC
SANITARY SEWER @ 1.04%
IE
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SANITARY SEWER @ 0.50%
IE
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6.
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C O
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A:
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.1
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IM
3.
D
EP
TH
.3
58.93 LF OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
IE
O
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.6
(N E)
IE
IN
6.
(S
M
AN
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75.46 LF OPEN CUT 8" PVC
SANITARY SEWER @ 0.50%
IE
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(N
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7.
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46.35 LF OPEN CUT 4"
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IE
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9.47 LF OPEN CUT 4"
SANITARY SERVICE @ 2.00%
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1214.062
BD BD
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CENTER 54" LIFT STATION LID
LI
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S
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FO
FO
FO
xx xx xxxx xx
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FM
21+64.31
CHKD:
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100% DESIGN
SCALE:
15' 30' 60'
1'' = 30'
PROFILE
SCALE: HORZ: 1" = 30'
VERT: 1" = 5'
PLAN
SCALE: 1" = 30'
MATCH LINE STA 16+00 SEE SHEET C-109
C -1
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LEGEND
EX SANITARY
MANHOLE
OPEN CUT PIPE INSTALL
EX SANITARY SEWER
GRAVITY MAIN
EX WATER PIPE
EX UTILITY EASEMENT
SANITARY MANHOLE
NEW
SANITARY MANHOLE
REHABILITATION
JACK AND BORE
NOTES:
1. LIMITS OF DISTURBANCE MUST BE OBSERVED ACCORDING TO
THESE CONSTRUCTION DRAWINGS. SOIL MUST NOT BE DISTURBED
NOR PAVEMENT CUT OUTSIDE THE BOUNDARIES SHOWN.
2. ANY SEWER SERVICE DISRUPTIONS TO THE
CONCESSION/RESTROOM FACILITY OR CONSTRUCTION ACTIVITIES
THAT WOULD IMPACT PEDESTRIAN ACCESS TO THE
CONCESSION/RESTROOM FACILITY MUST BE PRIOR APPROVED IN
WRITING BY TINKER AFB AND OCWUT.
3. CURB CONSTRUCTION SHALL BE OF PORTLAND CEMENT CONCRETE
AND BE OF INTEGRAL 6" BARRIER CURB-AND GUTTER DESIGN.
CURBING DESIGN SHALL COMPLY WITH ARCHITECTURAL BARRIERS
ACT (ABA) ACCESSIBILITY STANDARD FOR DOD FACILITIES.
EXPANSION JOINTS SHALL BE PLACED EVERY 5TH JOINT.
EXPANSION JOINTS SHALL BE BRIDGED BY 2 EVENLY SPACED 24" X
1" DIAMETER SMOOTH DOWELS WITH ONE END FREE TO SLIP.
MINIMUM WIDTH OF CURB AND GUTTER SHALL BE 24 INCHES.
SANITARY SERVICE CLEANOUT
CO
BATHROOM AND CONCESSIONS
BATHROOM SERVICE DETAIL
SCALE: 1" = 10'
BATHROOM AND
CONCESSIONS
10' DIST
TO FOUNDATION
FF=1214.06
4-INCH
SEWER
SERVICE
SIDEWALK
CO
TWO-WAY
CLEANOUT
SPUP-28
54" LS ACCESS LID
TWO-WAY
CLEANOUT
SEE ENLARGED DETAIL BELOW
5'
CO
N N
4-25-2025
SL
.06
BD
BD
T
EB EB
T TELE RISER
ET
E E E
EB
FOUL POLE
CENTER 54" LIFT STATION LID
LIFT STATION PANEL
FO
FO
FO
FO
E
E
E
FO
FO
FO
FO
FO
FO
xx xx xxxxxxxx xx xx xx xx xx xxxxxxxxxx xx xx xx xx
E
E
E xxxx xx xx xx xx
FO
BM #506
FM
LIFT STATION TO
BE DEMOLISHED
BATHROOM
AND
CONCESSIONS
FILL 5FT AT EACH END OF
EXISTING FORCE MAIN
WITH FLOWABLE FILL AND
ABANDON IN PLACE.
EXISTING 4" FORCE MAIN
CHKD:
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SCALE:
5' 10' 20'
1'' = 10'
LIFT STATION SPUP-28
SCALE: 1"=10'
DEMOLITION NOTES
1. DISPOSE OF PUMPS AND EXCESS EQUIPMENT
PER OKC SPECIFICATIONS WITH THE EXCEPTION
OF THE FOLLOWING ITEMS WHICH ARE TO BE
SALVAGED TO THE OWNER:
-ELECTRICAL COMPONENTS
-MISSION BOX AND ANTENNA
-GENERATOR HOOKUP BOX
CONTRACTOR TO NOTIFY OWNER TWO WEEKS IN
ADVANCE OF DEMOLITION TO COORDINATE ANY
ADDITIONAL SALVAGE ITEMS.
2. SERVICE TO REMAIN IN OPERATION
THROUGHOUT CONSTRUCTION PER REQUIRED
BYPASS PUMPING.
LEGEND
EB = ELECTRIC BOX
BELL = TELEPHONE
MANHOLE
ET = ELECTRIC
TRANSFORMER
LS EP = LIFT STATION
CONTROL PANEL
EP = ELECTRICAL
PANEL
LIFT STATION EXTERIOR DEMOLITION
MISSION BOX
(TO BE SALVAGED TO OWNER)
GENERATOR HOOKUP
(TO BE SALVAGED TO OWNER)
LIFT STATION INTERIOR DEMOLITION
REMOVE PIPING AND VALVES
4-25-2025
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4. MANHOLES COVERS WITHIN 100-YEAR FLOOD PLAIN MUST BE WATER TIGHT AND BOLTED.
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TWO-WAY CLEANOUT DETAIL01
002 SCALE: NTS
4-25-2025
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CROSS SECTION SHALL BE IN
ACCORDANCE WITH EITHER DETAIL
A-2.2 OR DETAIL A-2.3
EXISTING GRADE
EXISTING GRADE
SOD ON ALL DISTURBED
AREAS SOD TO BE 1/2"
BELOW PAVEMENT
12.0'
CART PATH CORRIDOR01
508 SCALE:N/A
6" LIME MODIFIED SUBGRADE
EXISTING GRADE
EXISTING GRADE
SOD ON ALL DISTURBED
AREAS SOD TO BE 1/2"
BELOW PAVEMENT
12.0'
12" TYPE A
AGGREGATE BASE
PERIMETER ROAD CROSS SECTION02
508 SCALE:N/A
CHKD:
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SOLID SLAB SODDING03
580 SCALE: N/A
ROOT ZONE PROTECTION01
RootZoneProtection
Edge of tree canopy
Drip line
Barrier Fencing 10'
Note:
· Barrier fencing shall be erected at 10' beyond the drip line
NOTES:
1. TREE PROTECTION FENCING SHOULD BE A MINIMUM OF 10 FEET
BEYOND THE DRIPLINE OF THE TREE AS SHOWN IN THE ATTACHED
SKETCH.
2. WHEN TRENCHING IS DONE JUST OUTSIDE THE PROTECTIVE
FENCING OR CLOSER TO THE TREE, THE TRENCH MUST FIRST BE
DONE VIA AIR SPADE OR HYDROVAC TO A DEPTH OF 18 INCHES
WITHOUT SEVERING DEVISES. ALTERNATIVELY, A CONCRETE SAW
WITH DIAMOND BLADE MAY BE USED TO ACHIEVE ROOT PRUNING
WITHOUT TRENCHING. SAW BLADE MUST REACH CLOSE TO
18-INCH DEPTH. THE REQUIREMENTS ARE AS FOLLOWS:
3. BIRDS: NO TREE CUTTING FROM 1 APR - 31 JUL. THIS SAME
WINDOW APPLIES TO MOWING FIELDS THAT ARE NOT ROUTINELY
MOWED; THEY CANNOT BE MOWED FROM 1 APR - 31 JUL (THIS IS
FOR PROTECTION OF GROUND NESTING BIRDS)
4. BATS: NO TREE CUTTING FROM 15 MAR - 15 NOV (THIS IS THE
GENERAL RULE CURRENTLY IN PLACE AND IS SUBJECT OT
CHANGE IF BATS BECOME LISTED AS THREATENED OR
ENDANGERED SPECIES).
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