SC-1097-1 PLANS.pdf

PDF 23 MB Posted May 7, 2025

Attached to: Sanitary Sewer Rehabilitation
Solicitation number: OCWUT SC-1097-1
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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File	Type	Posted
SC-1097 - SPECIFICATIONS.pdf	PDF	May 7, 2025
Anti Noncollusion Affidavit.pdf	PDF	May 7, 2025
Business Relationship Affidavit.pdf	PDF	May 7, 2025

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SANITARY SEWER 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 HIS

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 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY

DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS

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 HIS 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 VIDEO RECORD ALL AREAS POTENTIALLY IMPACTED BY

WORK PRIOR TO CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

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 OKLAHOMA STATE PLANE COORDINATE SYSTEM (NAD

1983 CORS 96). FOR ADDITIONAL DETAIL ON REQUIREMENTS, SEE SECTION 801.

10. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC MANAGEMENT DIVISION

AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING

OR REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL

DEVICES. APPLICATIONS ARE AVAILABLE AT WWW.OKC.GOV.

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 BY THE CITY

TRAFFIC MANAGEMENT DIVISION PRIOR TO ANY ROAD CLOSURE.

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 SHALL BE INCLUDED IN THE PRICE BID FOR OTHER PAY

ITEMS.

13. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESS

DURING REGULAR BUSINESS HOURS FOR EACH ESTABLISHMENT.

14. TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE

ACCOMPLISHED ONE-HALF WIDTH AT A TIME WHENEVER POSSIBLE SO THAT NO

ROADWAY IS COMPLETELY CLOSED.

15. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE" ONE-CALL SYSTEM PRIOR

TO CONSTRUCTION AND AS NECESSARY THROUGHOUT THE PROJECT.

16. 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.

17. 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.

18. 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.

19. WATER AND SEWER TRENCHED AT DRIVEWAYS, SIDEWALK, AND PAVEMENT CUT AND

REPAIR LOCATIONS SHALL BE BACKFILLED WITH TYPE A AGGREGATE PER OKC

STANDARD DETAIL, FULL COMPACTION OF 95% STANDARD PROCTOR DENSITY.

20. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) TO INCLUDE

ALL CONCRETE, REBAR, TYPE A AGGREGATE BACKFILL, AND ANY OTHER NECESSARY

WORK OR MATERIALS NECESSARY FOR THE REPAIR AS SHOWN ON OKC STANDARD

DETAIL.

21. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS IDENTIFIED FOR

REPLACEMENT FOR THIS PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH

(HES) CONCRETE, 4000 P.S.I. MINIMUM. REMOVAL OF EXISTING CURB AND GUTTER,

AND INSTALLATION OF NEW CURB AND GUTTER AND ASSOCIATED PAVING ITEMS

SHALL BE INCLUDED IN THE COST BID FOR OTHER ITEMS.

22. 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 THE CITY OF OKLAHOMA

CITY, STORM WATER QUALITY.

23. 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.

24. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND

MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF

ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO

DRAIN AS WELL AS OR BETTER THAN EXISTING CONDITIONS.

27. FOR ALL SANITARY SEWER MANHOLES AND SANITARY SEWER MAINS THAT ARE TO BE

ABANDONED, FOLLOW ALL GUIDELINES SET FORTH ON THE ‘ABANDONING MANHOLES

STANDARD DETAIL’ AND SPECIFICATION SECTION 629 & 604. FOR MANHOLE WORK

THAT REQUIRE ADDITIONAL DEPTH, PLEASE SEE EXTRA DEPTH MANHOLE WALL (4 FT)

IN SECTION 626.

28. FOR ADDITIONAL DETAIL FOR SANITARY SEWER MANHOLE REHABILITATION, SEE

SPECIFICATION SECTION 618. FOR RAISING MANHOLE REQUIREMENTS, SEE SECTION

456 AND SPECIAL PROVISIONS.

29. FOR AUDIO-VIDEO RECORDING FOR PRE-CONSTRUCTION AND POST-CONSTRUCTION,

PLEASE SEE SPECIFICATION SECTION 109.03. FOR CCTV INSPECTION REQUIREMENTS,

SEE SECTION 614 AND SPECIAL PROVISIONS.

30. SANITARY SEWER SERVICE LINE REQUIREMENTS ARE LISTED IN SECTION 603.

PLUMBING CODE AND OTHER REQUIREMENTS MAY BE APPLICABLE, WHICH ARE NOT

INCLUDED HEREIN.

31. IF PAVEMENT ALTERNATIVE BID NOT SELECTED TEMPORARY SURFACING SHALL BE

INSTALLED IN LIEU OF PERMANENT PAVEMENT IN THE EXISTING STREETSCAPED

AREAS AS INDICATED IN THESE DOCUMENTS. PERMANENT PAVEMENT REPAIRS WILL

BE COMPLETED BY OTHERS IN THE SAID STREETSCAPED AREAS. TEMPORARY

SURFACING TYPE SHALL BE ASPHALT (SECTION 824.02.A) FOR PAVED AREAS AND

AGGREGATE (SECTION 824.02.B) FOR UNPAVED AREAS. THE MINIMUM THICKNESS OF

THE PLACED TEMPORARY SURFACING SHALL BE EIGHT (8) INCHES. ALL COSTS FOR

TEMPORARY SURFACING IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE

PRICE BID FOR OTHER PAY ITEMS.

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PAY ITEM NOTES

1. PRICE BID TO INCLUDE ALL INCIDENTAL WORK REQUIRED FOR THE PURPOSE OF CONDUCTING TRENCHLESS

CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, THE NECESSARY EXCAVATION, BACKFILLING, DEWATERING OPERATIONS, POINT REPAIRS, SHORING, PAVEMENT REPAIR, AND SITE RESTORATION.

2. PRICE BID TO INCLUDE ALL SEWER FLOW CONTROL REQUIRED FOR THE INSTALLATION OF NEW PIPE MATERIALS.

3. PRICE BID TO INCLUDE ALL COSTS FOR INSTALLATION, INCLUCING BUT NOT LIMITED TO, EXCAVATION, DEWATERING

OPERATIONS, SHORING (IF NEEDED) AND BACKFILLING.

4. PRICE BID TO INCLUDE ALL COSTS FOR REMOVAL AND REPLACEMENT OF CURB AND GUTTER AND TYPE A AGGREGATE BACKFILL FOR THE FULL DEPTH OF THE TRENCH TO THE BOTTOM OF PAVEMENT. SEE STANDARD DETAIL D-800.

5. 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.

6. DEFLECTION TESTS TO BE PERFORMED AFTER BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS.

7. PRICE BID TO INCLUDE ANY INCIDENTAL REMOVAL AND DEMOLITION NOT INCLUDED IN OTHER PAY ITEMS.

8. QUANTITIES SHOWN ARE ESTIMATED AND BASED ON SITE CONDITIONS PRESENT AT THE TIME OF BID. THE CONTRACTOR WILL ONLY BE COMPENSATED FOR THE ACTUAL QUANTITY INSTALLED IN THE FIELD.

9. TO BE INSTALLED ACCORDING TO STANDARD DETAIL DRAWING NO. 616.08.

10. PRICE BID TO INCLUDE ALL EXCAVATION, EMBANKMENT, STRUCTURAL CONCRETE AND ANY OTHER INCIDENTAL ITEM

NEEDED TO PATCH AND REPAIR EXISTING DRAINAGE BOX.

11. IF AWARDED, THE SURFACE REPAIRS IN THE EXISTING STREETSCAPED AREAS, AS INDICATED IN THESE DOCUMENTS, MUST BE COMPLETED BY A PAVEMENT CONTRACTOR APPROVED BY THE CITY ENGINEER.

12. TO BE UTILIZED ACCORDING TO THE DIRECTION OF THE ENGINEER AFTER REVIEW OF THE POST-CONSTRUCTION CCTV FOOTAGE. PRICE BID TO INCLUDE ALL INCIDENTAL WORK REQUIRED TO REMOVE SAGS, DEFORMATIES, AND ANY OTHER DEFECTS FOUND AFTER PIPE INSTALLATION. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL MATERIALS AND THE NECESSARY EXCAVATION, BACKFILLING, DEWATERING OPERATIONS, SHORING, PAVEMENT REPAIR, AND SITE

RESTORATION.

13. THE PIPE PROVIDED MUST HAVE A MINIMUM PRESSURE RATING OF 150 PSI AND BE GREEN OR LIGHT GRAY IN COLOR.

14. SEWER PIPE BETWEEN MANHOLE #47 AND MANHOLE #48 ON SHEET C-105 SHALL BE C900 PVC SDR 26 AND SHALL BE

PRESSURE TESTED FOR WATER-TIGHTNESS.

ITEM NO. SPEC.

NO. ITEM NOTE UNIT QUANTITY AS-BUILT

1 109 PRE AND POST-CONSTRUCTION VIDEO RECORDING LS 1

2 109 SEDIMENT AND EROSION CONTROL LS 1

3 212 TRENCH EXCAVATION AND BACKFILL (0 TO 10 FEET) 3 LF 260

4 212 TRENCH EXCAVATION AND BACKFILL (0 TO 15 FEET) 3 LF 150

5 215 EMBEDMENT MATERIAL CY 97

6 456 MANHOLE FRAME AND COVER 8 EA 2

7 602 SEWER SERVICE CONNECTION 8 EA 100

8 603 SEWER SERVICE LINE 8 LF 700

9 604 ABANDON SANITARY SEWER PIPE CY 5

10 605 PIPE BURSTING (6 INCH TO 8 INCH) 1, 2, 13 LF 252

11 605 TRENCHLESS CONSTRUCTION (8 INCH) 1, 2 LF 2518

12 612 POST-CONSTRUCTION POINT REPAIR 8,12 EA 1

13 613 DEFLECTION TEST (<24 IN) 6 LF 410

14 614 PRE CONSTRUCTION CCTV INSPECTION LF 2770

15 614 POST CONSTRUCTION CCTV INSPECTION LF 2770

16 615 SEWER LEAKAGE TEST (<24 IN) 5 LF 2770

17 616 SANITARY SEWER MANHOLE (4 FT) (0 FT TO 6 FT) EA 2

18 616 SANITARY SEWER MANHOLE (5 FT) (0 FT TO 6 FT) EA 2

19 616 EXTRA DEPTH MANHOLE (4 FT DIAMETER) VF 3

20 616 EXTRA DEPTH MANHOLE (5 FT DIAMETER) VF 18

21 616 INSIDE DROP CONNECTION (8 INCH) 9 VF 15

22 617 MANHOLE TESTING EA 4

23 618 SANITARY SEWER MANHOLE REHABILITATION VF

24 629 REMOVE MANHOLE EA 2

25 633 SANITARY SEWER MAIN (8 INCH PVC SDR-35) 2 LF 366

26 515 C900 PVC PRESSURE-RATED PIPE (8 INCH) LF 44

27 801 GPS AS-BUILT SURVEY LS 1

28 810 CLEARING AND GRUBBING 7 LS 1

29 814 PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) 4 SY 20

30 840 SOLID SLAB SODDING (U-3 BERMUDA) SY 900

31 SPEC DRAINAGE BOX REPAIR 10 LS 1

ALTERNATE BID NO. 1

32 SPEC PERMANENT SURFACE REPAIR (PASEO STREETSCAPE) 11 SY 200

AutoCAD SHX Text

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PROJECT LOCATION MAP

OKLAHOMA COUNTY

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

SANITARY MANHOLE

INSTALLATION

OPEN CUT PIPE INSTALL

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

ABANDON

GRAVITY MAIN

EXISTING WATER PIPE

EXISTING STORM PIPE

BORING PIPE INSTALL

C-101 C-102 C-103

C-104 C-105

SCALE:

50' 100' 200'

1'' = 100'

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4-11-2025

SSSS SS SS

SS SS SS SS SS SS

W W

G G

G G G

G G G G G

PIPE AN

SSSS

PIPE AJ PIPE AK PIPE AL 2 PIPE AO

PIPE AM

PIPE AP

PIPE AQ

PIPE AL1

PIPE AR2

NW 28TH ST

N W

R A

VENW 29TH ST

NW 28TH ST

NW 29TH ST

N D

N H

U D

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PASEO

NW 30TH ST

PIPE AR PIPE AS

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PROJECT LOCATION MAP

OKLAHOMA COUNTY

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

SANITARY MANHOLE

INSTALLATION

OPEN CUT PIPE INSTALL

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

ABANDON

GRAVITY MAIN

BORING PIPE INSTALL

SCALE:

50' 100' 200'

1'' = 100'

C-101 C-102 C-103

C-104 C-105

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STOCKADE

C H

ASPHALT 7-WIRE

ONG

O N

SS SS SS SS SS SSx

10"

G G

G G G G G G

721 717

715 709 705

2930 618 612

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SCALE:

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1'' = 30'

MANHOLE REHABILITATION SCHEDULE

FACILITY ID CONTRACTOR

ID SURFACE TYPE LOCATION

EXIST.

INTERIOR DIA.

(FT)

RIM ELEVATION DEPTH (FT) EXIST.

MATERIAL

REHAB

TYPE

SMH0022621 MANHOLE #43 GRASS YARD 4 1206.40 14.76 BRICK LINING

SMH0022622 MANHOLE #42 GRASS YARD 4 1194.88 11.56 BRICK LINING

GRAVITY MAIN REHABILITATION SCHEDULE

GRAVITY MAIN

ID ALIGNMENT ID US MH CONTRACTOR

US DEPTH

(FT) DS MH CONTRACTOR

DS DEPTH

(FT)

EXIST. DIA.

(IN)

LENGTH

(FT)

EXIST.

MATERIAL SLOPE

EST. NO. OF

ACTIVE

LATERALS

SGV0031286 PIPE AJ SMH0022621 MANHOLE #43 14.76 SMH0022622 MANHOLE #42 11.56 8 425.07 VCP 1.96% 31

SGV0031287 PIPE AK SMH0022622 MANHOLE #42 11.56 SMH0022623 MANHOLE #41 7.90 8 440.41 VCP 2.65% 38

PIPE AK

EX. 8" VCP PIPE

TRENCHLESS CONST.

440.41LF

SLOPE: 2.65%

MANHOLE #42

11.56 VF - REHAB CEM. LINER

TR: 1194.88'

FL W: 1183.38' (8" IN)

FL E: 1183.32' (8" OUT)

PIPE AJ

EX. 8" VCP PIPE

TRENCHLESS CONST.

425.07LF

SLOPE: 1.96%

MANHOLE #43

14.76 VF - REHAB CEM. LINER

TR: 1206.40'

FL E: 1191.64' (8" OUT)

112.09 FEET SHOWN,

328.32 FEET REMAIN

ON SHEET C-102 SS

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

CAUTION! GAS

MAIN IN AREA

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STORM SEWER MANHOLE

T.R. = 1172.48'

96" RCP S FL = 1159.51'

96" RCP N FL = 1159.38'

STORM SEWER MANHOLE

T.R. = 1169.20'

96" RCP S FL = 1158.05'

96" RCP N FL = 1158.05'

WATER VALVE

ELEV. = 1180.41'

TOP VALVE ELEV. = 1177.58'

WATER VALVE

ELEV. = 1172.61'

*SILTED-DIRT ELEV. = 1172.38'

SS SS SS SS SS SS SS SSONG

ONG

7-WIRE

ASPHALT

CONC.

STORM SEWER MANHOLE

T.R. = 1179.83'

12" S FL = 1173.48'

AREA INLET

T.G. = 1178.70'

12" RCP N FL = 1175.76'

WOE

WATER DRAWN PER ATLAS

EXIST. STORM (9' X 5' RCB)

G G G G G G G G G

508 2923

613617

PASEO GRILL

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SCALE:

15' 30' 60'

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MANHOLE REHABILITATION SCHEDULE

FACILITY ID CONTRACTOR

ID SURFACE TYPE LOCATION

EXIST.

INTERIOR DIA.

(FT)

RIM ELEVATION DEPTH (FT) EXIST.

MATERIAL

REHAB

TYPE

SMH0022623 MANHOLE #41 PAVED PARKING LOT 4 1179.53 7.90 BRICK LINING

SMH0022623B MANHOLE #41A PAVED PARKING LOT 4 1169.47 13.20 CONC AS-IS

SMH0022623A MANHOLE #57 PAVED PARKING LOT 4 1171.98 9.34 BRICK LINING

GRAVITY MAIN REHABILITATION SCHEDULE

GRAVITY MAIN

ID ALIGNMENT ID US MH CONTRACTOR

US DEPTH

(FT) DS MH CONTRACTOR

DS DEPTH

(FT)

EXIST. DIA.

(IN)

LENGTH

(FT)

EXIST.

MATERIAL SLOPE

EST. NO. OF

ACTIVE

LATERALS

SGV0031539 PIPE AL1 SMH0022623 MANHOLE #41 7.90 SMH0022623A MANHOLE #57 9.34 8 214.21 VCP 4.15% 5

SGV0031539A PIPE AL2 SMH0022623A MANHOLE #57 9.34 SMH0022623B MANHOLE #41A 13.20 8 150.00 VCP 4.15% 0

PIPE AL2

EX. 8" VCP PIPE

TRENCHLESS CONST.

150.00LF

SLOPE: 4.15%

MANHOLE #41

7.90 VF - REHAB CEM. LINER

TR: 1179.53'

FL W: 1171.68' (8" IN)

FL E: 1171.63' (8" OUT)

PIPE AK

EX. 8" VCP PIPE

TRENCHLESS CONST.

440.41LF

SLOPE: 2.65%

328.32 FEET SHOWN,

112.09 FEET REMAIN

ON SHEET C-101

PASEO

EXISTING LIMITS OF STREETSCAPED

AREAS TEMPORARY SURFACING TO BE

USED FOR PAVEMENT RESTORATION

MANHOLE #41A

TR: 1169.47'

FL W: 1156.52' (8" IN)

FL E: 1156.27' (8" OUT)

PIPE AL1

EX. 8" VCP PIPE

TRENCHLESS CONST.

214.21LF

SLOPE: 4.15%

MANHOLE #57

9.34 VF - REHAB CEM. LINER

TR: 1171.98'

FL W: 1162.74' (8" IN)

FL E: 1162.64' (8" OUT)

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

SANITARY MANHOLE

INSTALLATION

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

CAUTION! GAS

MAIN IN AREA

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STORM SEWER MANHOLE

T.R. = 1172.42'

78" RCP S FL = 1160.92'

78" RCP N FL = 1160.92'

WATER VALVE

ELEV. = 1172.50'

TOP VALVE ELEV. = 1170.22'

SS SS SS SS SS

AT&T

ONG

O N

CONCRETE

O N

7- W

C O

N C

LANDSCAPE

ROCKS

BIRDHOUSE

IRON

O N

G O

N G

7- W

7-WIRE

7- W

CHAIN-LINK

STOCKADE

CHAIN-LINK

W W

O E x

O E

30"

EXIST. 10" WL

EXIST. 84" RCP SL

EXIST. 18" SAN. SEWER

(SC-0298III)

G G

GGGGG

437 431

416420424

434436440

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SCALE:

15' 30' 60'

1'' = 30'

MANHOLE REHABILITATION SCHEDULE

FACILITY ID CONTRACTOR

ID SURFACE TYPE LOCATION

EXIST.

INTERIOR DIA.

(FT)

RIM ELEVATION DEPTH (FT) EXIST.

MATERIAL

REHAB

TYPE

SMH0022571 MANHOLE #39 GRASS YARD 4 1175.20 6.46 BRICK LINING

SMH0022572 MANHOLE #38 GRASS YARD 4 1178.11 10.00 BRICK LINING

SMH0022573 MANHOLE #37 GRASS YARD 4 1179.83 8.22 BRICK LINING

SMH0022463 MANHOLE #40 CONC DRIVEWAY 4 1169.96 13.72 N/A INSTALL

GRAVITY MAIN REHABILITATION SCHEDULE

GRAVITY MAIN

ID ALIGNMENT ID US MH CONTRACTOR

US DEPTH

(FT) DS MH CONTRACTOR

DS DEPTH

(FT)

EXIST. DIA.

(IN)

LENGTH

(FT)

EXIST.

MATERIAL SLOPE

EST. NO. OF

ACTIVE

LATERALS

SGV0031540 PIPE AO SMH0022572 MANHOLE #38 10.00 SMH0022463 MANHOLE #40 13.72 8 423.96 VCP 2.78% 15

SGV0031197 PIPE AN SMH0022571 MANHOLE #39 6.46 SMH0022572 MANHOLE #38 10.00 6 123.91 VCP 0.01% 3

SGV0031198 PIPE AM SMH0022573 MANHOLE #37 8.22 SMH0022572 MANHOLE #38 10.00 6 127.65 VCP 2.74% 3

MANHOLE #39

6.46 VF - REHAB CEM. LINER

TR: 1175.20'

FL S: 1168.74' (8" OUT)

MANHOLE #38

10.00 VF - REHAB CEM. LINER

TR: 1178.11'

FL S: 1169.06' (8" IN)

FL N: 1168.11' (8" IN)

FL W: 1168.11' (8" OUT)

PIPE AN

PIPE BURSTING - 6" TO 8"

123.91LF

SLOPE: 0.0051%

PIPE AO

EX. 8" VCP PIPE

TRENCHLESS CONST.

423.96LF

SLOPE: 2.78%

PIPE AM

PIPE BURSTING - 6" TO 8"

127.65LF

SLOPE: 2.74%

MANHOLE #37

8.22 VF - REHAB CEM. LINER

TR: 1179.83'

FL N: 1171.61' (8" OUT)

NORTHWEST 29TH STREET

MANHOLE #40

1-REMOVE MANHOLE

1-INSTALL 5' DIA MANHOLE

1-INSTALL DROP CONNECTION

INSTALL INTERNAL 8" DROP

CONNECTION (3.9 VF)

TR: 1169.96'

13.72' DEPTH

FL E: 1160.41' (8" IN)

*CONTRACTOR TO DETERMINE

PRIVATE SERVICE CONNECTION

DURING CONSTRUCTION*

FL E: 1156.33' (8" IN)

FL W: 1156.24' (8" OUT)

N 181993.87 E 2111113.49

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE) 10 SY

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

SANITARY MANHOLE

INSTALLATION

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

MANHOLE #40A

TR: 1169.82'

FL E: 1155.77' (8" IN)

FL W: 1155.71' (8" IN)

FL S: 1155.74' (8" IN)

FL N: 1155.72' (18" OUT)

CAUTION! GAS

MAIN IN AREA

SEE NOTE 1

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

JEFFERSON PARK

AutoCAD SHX Text

ALLEY VACATED, RESERVING PUBLIC UTILITY EASEMENT BK: 309 PG: 239 15 FT

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3-WIRE

1- W

AT&T

STOCKADE

ASPHALT

CONCRETE

ASPHALT

7-WIRE 7-WIRE ONG

ASPHALT

STOCKADE

IRON

SS SS SS SS SS SS

GATE MOTOR

G G G G G G G G

718 714

708722

N LEE

PASEO

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SCALE:

15' 30' 60'

1'' = 30'

MANHOLE REHABILITATION SCHEDULE

FACILITY ID CONTRACTOR

ID SURFACE TYPE LOCATION

EXIST.

INTERIOR DIA.

(FT)

RIM ELEVATION DEPTH (FT) EXIST.

MATERIAL

REHAB

TYPE

SMH0022618 MANHOLE #44 GRASS YARD 4 1208.02 9.17 BRICK LINING

SMH0022619 MANHOLE #45 GRASS YARD 4 1191.01 8.65 BRICK LINING

GRAVITY MAIN REHABILITATION SCHEDULE

GRAVITY MAIN

ID ALIGNMENT ID US MH CONTRACTOR

US DEPTH

(FT) DS MH CONTRACTOR

DS DEPTH

(FT)

EXIST. DIA.

(IN)

LENGTH

(FT)

EXIST.

MATERIAL SLOPE

EST. NO. OF

ACTIVE

LATERALS

SGV0031283 PIPE AP SMH0022618 MANHOLE #44 9.17 SMH0022619 MANHOLE #45 8.65 8 349.00 TRUSS 4.72% 48

SGV0031284 PIPE AQ SMH0022619 MANHOLE #45 8.65 SMH0022620 MANHOLE #46 8.07 8 513.88 TRUSS 1.50% 20

PIPE AQ

EX. 8" TRUSS PIPE

TRENCHLESS CONST.

513.88LF

SLOPE: 1.50%

MANHOLE #45

8.65 VF - REHAB CEM. LINER

TR: 1191.01'

FL W: 1182.36' (8" IN)

FL E: 1182.36' (8" OUT)

PIPE AP

EX. 8" TRUSS PIPE

TRENCHLESS CONST.

349.00LF

SLOPE: 4.72%

MANHOLE #44

9.17 VF - REHAB CEM. LINER

TR: 1208.02'

FL E: 1198.85' (8" OUT)

207.72 FEET SHOWN,

306.16 FEET REMAIN

ON SHEET C-105

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

NORTHWEST 30TH STREET

CAUTION! GAS

MAIN IN AREA

FOR ANY STRUCTURES ENCROACHING THE SANITARY SEWER EASEMENT, COORDINATE WITH PROPERTY OWNERS.

NOTES

1. FOR ANY STRUCTURES ENCROACHING THE SANITARY SEWER

EASEMENT, COORDINATE WITH PROPERTY OWNERS.

2. STREETSCAPE AREAS SHALL BE RESURFACED WITH TEMPORARY

ASPHALT AS IN SECTION 824.02 OF THE STANDARD SPECIFICATIONS.

SEE NOTE 1

EXISTING LIMITS OF STREETSCAPED

AREAS TEMPORARY SURFACING TO BE

USED FOR PAVEMENT RESTORATION

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14+08.49 10+00

11+0012+0013+00

STORM SEWER MANHOLE

T.R. = 1167.02'

10'X6.5' RCB S FL = 1157.45'

10'X6.5' RCB N FL = 1157.27'

STORM SEWER DRAWN

PER ATLAS

STORM SEWER DRAWN

PER ATLAS

WATER VALVE

ELEV. = 1194.27'

TOP VALVE ELEV. = 1191.94'

WATER VALVE

TOP VALVE ELEV. = 1177.16'

SS SS SS SS SS SS SS SS SS

ONG

8-WIRE

CONCRETE

O N

G CONCRETE ASPHALT

8-WIRE

ONG

W W

EXIST. 2" WL

EXIST. 6" WL

WATER DRAWN PER ATLAS

10'X6' STORM SEWER

BOX CULVERT

G G G G G G G G G

521 517

ABANDON 403 LF 8" SAN.

SEWER IN PLACE (5.3CY

FLOWABLE FILL)

CAUTION!!

EXISTING GAS

MAIN X-ING

4 1/2" STEEL GAS MAIN

C H

A 9+

C H

SCALE: HORIZ: 1"= 30' VERT: 1"= 5'

PROFILE C-118 SS

9+8010+00

11+00

12+00

13+00

14+00

14+40

: 1

" O U

W : 1

H O

+4 3.

: 1

43.56 LF 8" C900 PVC PRESSURE

RATED PIPE AS @ 0.50%

: 1

8" O

U T)

: 1

" I N

H O

" D

R O

P C

O N

N (1

: 1

(8 " O

U T)

: 1

H O

+0 8.

: 1

348.03 LF 8" PVC PIPE AR2 @ 2.73%

WL FL APPROX 1166.25

TYPE A AGGREGATE

BACKFILL SEE NOTE 3

SEE NOTE 2

EXIST 10'X6.5' RCB

SEE NOTE 1.

EXIST 18" RCP

: 1

" O U

S W

: 1

H O

+9 1.

: 1

16.89 LF 8" PVC PIPE AR @ 2.60%

1' M

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SCALE:

15' 30' 60'

1'' = 30'

MANHOLE REHABILITATION SCHEDULE

FACILITY ID CONTRACTOR ID SURFACE TYPE LOCATION

EXIST.

INTERIOR DIA.

(FT)

RIM ELEVATION DEPTH (FT) EXIST.

MATERIAL

REHAB

TYPE

SMH0022420 MANHOLE #46 GRASS BEHIND CURB 4 1182.39 7.56 BRICK LINING

SMH0022440A MANHOLE #47 GRASS NEAR

DRIVEWAY 4 1171.44 6.56 N/A INSTALL

SMH0022440 MANHOLE #48 PAVED STREET 4 1170.90 16.40 BRICK INSTALL

SMH0022420A MANHOLE #46A PAVED DRIVEWAY 4 1182.37 7.98 N/A INSTALL

306.16 FEET SHOWN,

206.72 FEET REMAIN

ON SHEET C-104

MANHOLE #46

7.56 VF - REHAB CEM. LINER

TR: 1182.39'

FL W: 1174.85' (8" IN)

FL NE: 1174.83' (8" OUT)

PIPE AQ

EX. 8" TRUSS PIPE

TRENCHLESS CONST.

513.88LF

SLOPE: 1.50%

PASEO

O R

R A

U E

LEGEND

EXISTING SANITARY

MANHOLE

SANITARY MANHOLE

REHABILITATION

SANITARY MANHOLE

INSTALLATION

OPEN CUT PIPE INSTALL

PIPE REHABILITATION

TRENCHLESS CONSTRUCTION

ABANDON GRAVITY MAIN

GRAVITY MAIN REHABILITATION SCHEDULE

GRAVITY MAIN

ID ALIGNMENT ID US MH CONTRACTOR

US DEPTH

(FT) DS MH CONTRACTOR

DS DEPTH

(FT)

EXIST. DIA.

(IN)

LENGTH

(FT)

EXIST.

MATERIAL SLOPE

EST. NO. OF

ACTIVE

LATERALS

SGV0031285C PIPE AR SMH0022420 MANHOLE #46 7.56 SMH0022420A MANHOLE

#46A 7.98 8 16.89 VCP 2.60% 0

SGV0031285A PIPE AR2 SMH0022420A MANHOLE #46A 7.98 SMH0022440A MANHOLE #47 6.23 8 348.03 VCP 2.73% 20

SGV0031285B PIPE AS SMH0022440A MANHOLE #47 6.56 SMH0022440 MANHOLE #48 10.25 8 43.56 VCP 0.50% 0

MANHOLE #48

1- REMOVE MANHOLE

1 - INSTALL 5' DIA MANHOLE

1- INSTALL DROP CONNECTION

INSTALL INTERNAL 8"

DROP CONNECTION (10.2VF)

16.40' DEPTH

TR: 1170.90'

FL W: 1164.66' (8" IN)

FL S: 1155.20' (18" IN)

FL E: 1154.50' (18" OUT)

N 182359.10

E 2111082.14

PIPE AR2

OPEN CUT PIPE

INSTALL 8 INCH NEW

SEGMENT

348.03 LF

SLOPE: 2.73%

CAUTION!!

EXISTING GAS

MAIN IN AREA

MANHOLE #47

INSTALL 4' DIA MANHOLE

6.56' DEPTH

TR: 1171.44'

FL W: 1164.88' (8" IN)

FL E: 1164.88' (8" OUT)

N 182368.63 E 2111039.75

PIPE AS

OPEN CUT PIPE

INSTALL 8 INCH NEW

SEGMENT

43.56 LF

SLOPE: 0.50 %

EXISTING LIMITS OF STREETSCAPED

AREAS TEMPORARY SURFACING TO BE

USED FOR PAVEMENT RESTORATION

NOTES

1. EXISTING SEWER CURRENTLY RUNS THROUGH THE EXISTING 10'X6.5' RCB STORM

DRAIN. SEWER PIPE IN STORM DRAIN SHALL BE REMOVED, PLUGGED, AND FILLED

WITH FLOWABLE FILL. THE ABANDONED PENETRATION THROUGH THE RCB STORM

DRAIN SHALL BE PATCHED WITH NONSHRINK GROUT AND BULK-HEADED.

2. SEWER PIPE BETWEEN MANHOLE #47 AND MANHOLE #48 SHALL BE C900 PVC SDR 26

AND SHALL BE PRESSURE TESTED FOR WATER-TIGHTNESS.

3. SEWER UNDERLYING N. WALKER AVENUE SHALL BE BACKFILLED WITH TYPE-A

AGGREGATE, AGGREGATE AND CURB REPAIR SHALL BE INCIDENTAL TO THE

REHABILITATION OF SEWER ALIGNMET "AS".

4. STREETSCAPE AREAS SHALL BE RESURFACED WITH TEMPORARY ASPHALT AS IN

SECTION 824.02 OF THE STANDARD SPECIFICATIONS.

5. PROTECT EXISTING TREES. IF TREE REMOVAL IS NEEDED, CITY APPROVAL IS

REQUIRED.

6. CONTRACTOR SHALL CONTACT OKLAHOMA NATURAL GAS BEFORE COMMENCING

EXCAVATION.

MANHOLE #46A

INSTALL 4' DIA MANHOLE

7.98' DEPTH

TR: 1182.37'

FL SW: 1174.39' (8" IN)

FL E: 1174.39' (8" OUT)

N 182371.20 E 2110691.68

CAUTION!!

EXISTING GAS

MAIN X-ING

PIPE AR

OPEN CUT PIPE

INSTALL 8 INCH NEW

SEGMENT

16.89 LF

SLOPE: 2.60 %

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE) 10 SY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

GUERNSEY PARK PLACE

AutoCAD SHX Text

SPANISH VILLAGE

AutoCAD SHX Text

SPANISH VILLAGE

AutoCAD SHX Text

SPANISH VILLAGE

AutoCAD SHX Text

ALLEY VACATED, RESERVING PUBLIC UTILITY EASEMENT BK: 6950 PG: 952 15 FT

AutoCAD SHX Text

ROW 60'

AutoCAD SHX Text

ROW 60'

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Sheet 14 of

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Sheet 15 of

Curtis.Bowling G:\PE Stamps\Orders\2023\121811 Bowling OK-Eng\121811 Bowling OK-Eng Final Model (1)

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Sheet 16 of

Curtis.Bowling G:\PE Stamps\Orders\2023\121811 Bowling OK-Eng\121811 Bowling OK-Eng Final Model (1)

Curtis.Bowling Image

Curtis.Bowling

Sheets and Views

G-000 COVER SHEET

G-001 GENERAL NOTES

G-002 OVERVIEW MAP

G-003 AERIAL MAP

C-101 N LEE AVE TO NW 28TH ST

C-102 N DEWEY AVE TO NW 28TH ST

C-103 N WALKER AVE TO NW 28TH ST

C-104 N LEE AVE TO NW 29TH ST

C-105 N DEWEY AVE TO NW 29TH ST

C-500 SANITARY SEWER STANDARD DETAILS I

C-501 SANITARY SEWER STANDARD DETAILS II

C-502 SANITARY SEWER STANDARD DETAILS III

C-503 SANITARY SEWER STANDARD DETAILS IV

C-504 SANITARY SEWER STANDARD DETAILS V

C-505 SANITARY SEWER STANDARD DETAILS VI

C-506 SANITARY SEWER STANDARD DETAILS VII

File details come from the government source that posted it. Updated May 8, 2025.