SC-1136 - PLANS.pdf

PDF 3 MB Posted Sep 24, 2025

Attached to: Sanitary Sewer Line Replacement
Solicitation number: SC-1136
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Sep 26, 2025

This document is a set of construction design plans and specifications for a Sanitary Sewer Line Replacement project by the City of Oklahoma City Water Utilities Trust. The project involves rehabilitating and replacing sanitary sewer lines along multiple streets including Wilshire Boulevard, Porter Drive, Lakeview Drive, Fairfield Avenue, and NW Grand Boulevard. The project includes trenchless construction, open-cut pipe replacement, manhole rehabilitation and replacement, and associated infrastructure work across approximately 6,365 linear feet of sewer lines. The work involves replacing existing 8-inch and 10-inch VCP (Vitrified Clay Pipe) sewer lines with new 8-inch PVC and HDPE pipes, reconfiguring slopes, and upgrading or rehabilitating 22 manholes.

The estimated quantities include 1,545 linear feet of trench excavation, 235 cubic yards of embedment material, 526 cubic yards of aggregate base, 163 sewer service connections, and various related construction activities such as pipe installation, abandonment of existing lines, bypass pumping, testing, and surface restoration. The project will involve significant utility coordination, including crossings and protection of existing water, gas, storm drain, and power infrastructure. The total project scope includes trenchless construction, open-cut replacements, manhole rehabilitations, and surface restoration, with careful attention to maintaining existing utilities and minimizing disruption to the surrounding residential neighborhoods. The design was prepared by Olsson, Inc. and is part of the City of Oklahoma City's infrastructure improvement efforts.

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Other files

File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Sep 24, 2025
Business Relationship Affidavit.pdf	PDF	Sep 24, 2025
SC-1136 Specs.pdf	PDF	Sep 24, 2025

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ESTIMATED QUANTITIES

ITEM SPEC. DESCRIPTION UNIT TOTAL AS-BUILT

NO. NO. QUANTITY QUANTITY

1 109 COLOR AUOIONIDEO RECORDING PRE AND POST CONSTRUCTION LS 1

2 109 SEDIMENT ANO EROSION CONTROL LS 1

3 212 TRENCH EXCAVATION & BACKFILL· o· TO 10' LF 1545

4 215 EMBEDMENT MATERIAL CY 235

5 225 TYPE 'A' AGGREGATE BASE CY 526

6 515 8-INCH AWINA C900 PVC (DR• 14) SEWER PIPE LF 120

7 602 SEWER SERVICE CONNECTION EA 163

8 603 SEWER SERVICE LINE LF 1630

9 604 ABANDON OR REMOVE EXISTING SEWER" LF 405

10 605 TRENCHLESS CONSTRUCTION (8 INCH) (EXCLUDING PIPE) LF 4694

11 606 SLIPLINING HOPE W HOPE DR-17 PIPE) (INCLUDES PIPE) LF 138

12 606 GROUTING CY 1

13 608 SEWER FLOW CONTROL (BYPASS PUMPING) LS 1

14 612 POINT REPAIR EA 1

15 613 DEFLECTION TEST (<24 INCH) LF 1545

16 614 PRE-CONSTRUCTION CCTV INSPECTION LF 6365

17 614 POST-CONSTRUCTION CCTV INSPECTION LF 6377

18 615 SEWER LEAK TEST {<24 INCH) LF 1545

19 616 (4FT) SANITARY SEWER MANHOLE (0-6 FT) EA B

20 616 EXTRA DEPTH MANHOLE WALL {4 FT) VF 11

21 616 MANHOLE FRAME AND LID REPLACEMENT (REHABILITATED MANHOLES) EA 1

22 616 INSIDE DROP MANHOLE CONNECTION EA 3

23 617 MANHOLE TESTING (<24 INCH) EA 8

24 618 SANITARY SEWER MANHOLE REHABILITATION (4 FT) VF 98

25 629 REMOVE LAMPHOLE EA 2

26 629 REMOVE MANHOLE EA 7

27 633 PVC SANITARY SEWER PIPE (SDR-35) (8-INCH) LF 1425

28 633 HOPE SANITARY SEWER PIPE (OR-17)(8-INCH) LF 4694

29 801 CONSTRUCTION STAKING (CONSTRUCTION SURVEY) LS 1

30 801 GPS "AS-BUILr SURVEY LS 1

31 802 CONSTRUCTION SIGNING ANO TRAFFIC CONTROL LS 1

32 809 MOBILIZATION LS 1

33 810 CLEARING AND GRUBBING LS 1

34 812 REMOVE ANO REPLACE CURB ANO GUTTER LF 937

35 813 REMOVE ANO REPLACE DRIVEWAY SY 126

36 814 PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) SY 718

37 840 SOLID SLAB SODDING SY 1000

"PAY ITEM NOTES:

1) PORTIONS OF SEWER MAIN CALLED OUT AS TO BE ABANDONED ON THE PLANS MAY NEED TO BE REMOVED DEPENDING ON

FIELD CONDITIONS. CONTRACTOR TO USE THE "ABANDON OR REMOVE SEWER" FOR BOTH ABANDONMENT AND REMOVAL OF

SEWER MAIN.

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PROJECT NO. SC-1136

SANITARY SEWER LINE

REPLACEMENT

W WILSHIRE BL VD TO NW GRAND

BLVD BETWEEN

PORTER DR TO LAKEVIEW DR

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The City of

OKLAHOMA CITY

DAVID HOLT, Mayor

COUNCIL MEMBERS:

BRADLEY CARTER Ward

JAMES COOPER Ward 2

KATRINA AVERS Ward 3

TODD STONE Ward 4

MATT HINKLE Ward 5

JOBETH HAMON Ward 6

CAMAL PENNINGTON Ward 7

MARK K. STONCIPHER Ward 8

CRAIG A. FREEMAN, P.E. City Manager

DEBBIE MILLER, P.E. City Engineer

Oklahoma City OKLAHOMA CITY WATER UTILITIES TRUST JAMES D. COUCH, Chairman, Independent Truslee SHARON VOORHEES, Independent Trustee BRADLEY CARTER, Council Truslee DAVID HOLT, Mayor Truslee ater Utilities Trust

MARK K. STONECIPHER, Vice Chairman, Surrogate Trustee CRAIG A FREEMAN, Cily Manager Truslee BRENT BRYANT, Surrogate Trustee CHRIS BROWNING, General Manager AMY K. SIMPSON, Secretary

SHEET INDEX

SHEET NO. DESCRIPTION

G.01 TITLE SHEET & ESTIMATED QUANTITIES

G.02 GENERAL NOTES

G.03 PROJECT LOCATION MAP

C.01 - C.07 PLAN AND PROFILE SHEETS

601 -641 SAN SEWER DETAILS

D-200C PLAN AND PROFILE SHEETS

D-B00A PLAN AND PROFILE SHEETS

D-800B PLAN AND PROFILE SHEETS

D-B00C PLAN AND PROFILE SHEETS

FORM 7.1 &7.7 EROSION CONTROL DETAILS

ONE CALL UTILITY LOCATION NUMBER

DIAL 811, OR

1-800-522-6543

THIS NUMBER IS TO BE USED FOR INFORMATION ON

THE LOCATION OF ALL UNDERGROUND UTILITIES.

CONTACT THIS NUMBER AND OTHER NUMBERS

SPECIFIED IN THE PLANS PRIOR TO ANY EXCAVATION.

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

MATTHEW JESSOP, P.E.

OLSSON, INC. (CA #2483A)

11600 BROADWAY EXTENSION STE 300

OKLAHOMA CIY, OK 73114

(405) 242-6600, FAX: (405) 242-6601

OK 29905 PE EXP: 08/31/2025

RECOMMENDED FOR APPROVAL

09/03/2025

DATE

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SC-1136

08.21.2025

LEGEND

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P-OH

P-UG

CATV

CONTROL POINT/BENCHMARK

DECIDUOUS TREE

ELECTRIC BOX

ELECTRIC METER

ELECTRIC RISER

FIRE HYDRANT

FLAG POLE

GRATE INLET

JUNCTION BOX

LIGHT POLE

MAILBOX

EXISTING SANITARY SEWER MANHOLE

TELEPHONE RISER

TELEVISION RISER

TRANSFORMER

WATER VALVE

YARD LIGHT

CONCRETE THRUST BLOCK

CONTOUR LINE

CENTER LINE

PROPERTY LINE

SECTION LINE

EASEMENT LINE

WOOD FENCE

BARBED WIRE FENCE

EXISTING SANITARY SEWER LINE

FORCE MAIN

STORM SEWER LINE

WATER LINE

UNDERGROUND GAS MAIN

OVERHEAD POWER (OHE)

UNDERGROUND POWER (UGE)

UNDERGROUND TELEPHONE LINE (TUG)

UNDERGROUND CABLE TELEVISION LINE

UNDERGROUND FIBER OPTIC LINE (FIBER)

UNDERGROUND TRAFFIC LINE

TREE MASS

TREE ROW BUSHES

BUILDING

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REHAB. SANITARY SEWER MANHOLE

TRENCHLESS SANITARY SEWER LINE

EXISITING SEWER ABANDONMENT

PROPOSED SEWER ABANDONMNET

SANITARY SEWER GENERAL NOTES

1. PRICE BID TO INCLUDE ALL INCIDENTAL WORK FOR THE EXCAVATION OF TRENCHES, BORE PITS AND/OR PIT SHAFTS REQUIRED FOR THE PURPOSE OF CONDUCTING TRENCHLESS CONSTRUCTION ACTIVITIES.

THIS INCLUDES, BUT NOT LIMITED TO, THE NECESSARY EXCAVATION, BACKFILLING, DEWATERING

OPERATIONS, SHORING, PAVING REPAIR & SITE RESTORATION.

2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE CITY OF OKLAHOMA CITY STANDARD SPECIFICATIONS AND SHALL BE UNDER THE SUPERVISION OF

THE CITY ENGINEER OF OKLAHOMA CITY OR HIS REPRESENTATIVE.

3. CONTRACTOR SHALL "CALL OKIE" AT 811 STATEWIDE OR 1-800-522-6543 OUT OF STATE FOR INFORMATION ON UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION, AND AS NECESSARY THROUGHOUT THE

PROJECT.

4. UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM FIELD INFORMATION AND AS-BUILT DRAWINGS. THE CITY OR THE ENGINEER ARE NOT RESPONSIBLE FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY CONSTRUCTION OR DIGGING OPERATIONS WITHIN THE AREA OF THESE DRAWINGS, A FIELD VERIFICATION AND PHYSICAL EXAMINATION OF THE LIMITS SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS. THE LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE.

5. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE OCCUPATION SAFETY AND HEALTH

ADMINISTRATION RULES & REGULATIONS AND OTHER APPLICABLE CITY, STATE, AND FEDERAL

CONSTRUCTION SAFETY REQUIREMENTS.

6. CONTRACTOR SHALL SUBMIT NOTICE OF INTENT AND LAND DISTURBING PERMIT APPLICATIONS ALONG

WITH REQUIRED FEE(S) TO THE CITY OF OKLAHOMA CITY (AND OKLAHOMA DEPARTMENT OF

ENVIRONMENTAL QUALITY, IF REQUIRED) AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS.

CONTACT THE OKLAHOMA CITY STORM WATER QUALITY MANAGEMENT DIVISION AT 405-297-1774 WITH

QUESTIONS REGARDING FORMS AND FEES.

7. CONTRACTOR SHALL CONSTRUCT SILT FENCES OR OTHER PHYSICAL BARRIERS AS NECESSARY AROUND DISTURBED AREAS TO CONTROL EROSION, OFF-SITE SILTATION, AND COMPLY WITH APPLICABLE

ENVIRONMENTAL LAWS AND REGULATIONS.

8. THE COST FOR REMOVAL OF ANY TREES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR "CLEARING AND

GRUBBING."

9. AT HIS CONVENIENCE, THE CONTRACTOR MAY REQUEST SUBSTITUTION OF ALTERNATIVE METHODS OF

CONSTRUCTION FROM THOSE CALLED FOR, SUBJECT TO APPROVAL BY THE ENGINEER. THE

CONTRACTOR SHALL THEN BE PAID LESSOR OR THE SUM OF THE ASSOCIATED BID ITEMS FOR THE

RESPECTIVE METHODS.

10. COORDINATES SPECIFIED FOR STRUCTURES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION OF THE STRUCTURES.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING PRE-CONSTRUCTION AND

POST-CONSTRUCTION VIDEO RECORD ALL AREAS POTENTIALLY IMPACTED BY WORK PRIOR TO

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY FOLLOWING THE COMPLETION OF CONSTRUCTION FOR EVERY 100 FEET ALONG THE ALIGNMENT OF THE PROJECT.

LOCATION OF MANHOLES, RIM ELEVATION, INVERTS, SERVICE LINE LOCATION AND ORIENTATIONS SHALL BE LOCATED. AN AUTOCAD DRAWING AND COORDINATE DATA SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL. THIS TASK MUST BE PERFORMED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. ALL DRAWINGS MUST BE SIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. DATA SUBMITTED MUST BE IN OKLAHOMA STATE PLANE COORDINATES, NAD 1983/CORS

96 (FEET).

13. LOCATIONS FOR SERVICE CONNECTIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED BY THE CONTRACTOR BASED ON LOCATION OF EXISTING PRIVATE SERVICE LINES. SERVICE CONNECTIONS MUST BE MEASURED TO DETERMINE THE FOOTAGE FROM THE NEAREST DOWNSTREAM MANHOLE. THIS SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION. SANITARY SEWER LINES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL CCTV LINE TO DETERMINE EXACT SIZE AND LOCATION OF SERVICE LINES. SERVICE CONNECTIONS MUST BE MEASURED TO DETERMINE THE FOOTAGE FROM THE

NEAREST DOWNSTREAM MANHOLE. THIS SHALL BE CONSIDERED INCIDENTAL WORK.

14. CONTRACTOR SHALL NOTIFY ENGINEER OR ENGINEER'S DESIGNEE FOR ANY DISCREPANCIES BETWEEN

DESIGN INFORMATION AND CITY OF OKLAHOMA CITY STANDARD REQUIREMENTS PRIOR TO

CONSTRUCTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES,

FOUNDATIONS, FOOTINGS, FENCES, AND LANDSCAPING NOT SHOWN TO BE REMOVED AND SHALL BE RESPONSIBLE FOR THE COST OF ANY REPAIRS TO THESE ITEMS UPON COMPLETION OF CONSTRUCTION.

16. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACTIVITY NOTICE TO OWNERS OF PROPERTIES

ADJACENT TO CONSTRUCTION 7 DAYS IN ADVANCE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING ALL SANITARY SEWER FLOW AND WATERLINE

SERVICE DURING CONSTRUCTION IN A MANNER APPROVED BY THE CITY OF OKLAHOMA CITY.

18. QUANTITIES ESTIMATED FOR SEWER SERVICE CONNECTION AND SEWER SERVICE LINE ARE ANTICIPATED

BASED ON SITE CONDITIONS PRESENT AT THE TIME OF BID. THE CONTRACTOR WILL ONLY BE

COMPENSATED FOR THE ACTUAL QUANTITY INSTALLED IN THE FIELD.

19. FUSION-BONDED SADDLES ARE REQUIRED ON ALL SERVICES ON NEW HDPE/PVC PIPE USED FOR TRENCHLESS CONSTRUCTION. WYE FITTING CONNECTIONS REQUIRED ON ALL OPEN-CUT SERVICES.

20. COST FOR PRIVATE PLUMBER, IF NEEDED, TO BE INCIDENTAL AND COST TO BE INCLUDED IN OTHER

ITEMS.

21. ALL NEW MANHOLES LOCATED IN PAVED AREAS AND FLOOD PLAINS SHALL HAVE NON-VENTED LIDS WITH RAINGUARD INFLOW PROTECTORS, ALL COSTS SHALL BE INCLUDED IN THE PRICE BID OF MANHOLE FRAME AND LID REPLACEMENT. IT WILL BE AT THE DISCRETION OF THE ENGINEER TO REPLACE THE FRAME AND LIDS, VENTED OR VENTLESS WITH RAINGUARD INFLOW PROTECTOR, ON THE REHABILITATED

MANHOLES THAT ARE NOT SUITABLE FOR REUSE.

22. NEW MANHOLE'S TO USE REVERSIBLE FRAME & LID. MANHOLE'S TO BE REHABBED WILL USE EXISTING FRAME & LID. IF EXIST. FRAME & LID NEEDS TO BE REPLACED, REVERSIBLE FRAME & LID TO BE USED.

23. BACKFILL MATERIAL WILL NOT BE PAID DIRECTLY; COST SHALL BE INCLUDED IN OTHER ITEMS. BACKFILL MATERIAL UNDER PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A AGGREGATE PER STANDARD

DETAIL.

24. SEWER SERVICE LINES SHALL BE REPLACED OR REHABILITATED TO THE EDGE OF EASEMENT OR RIGHT

OF WAY.

25. MANHOLE REHABILITATION WITH CEMENTITIOUS LINER SHALL BE HIGH PERFORMANCE MIX

MANUFACTURED BY THE STRONG COMPANY, INC. OR APPROVED EQUIVALENT. FOR ADDITIONAL DETAIL FOR SANITARY SEWER REHABILITATION, SEE SPECIFICATION SECTION 628. FOR RAISING MANHOLE

REQUIREMENTS, SEE SECTION 618 AND SPECIAL PROVISIONS.

26. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC SERVICES 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. APPLICATION FOR WORK ZONE PERMIT CAN BE

LOCATED AT HTTPS;//ACCESS.OKC.GOV/ACA/DEFAULT.ASPX

27. ASPHALT REPAIR REQUIRES FULL LANE WITH BLACK CONCRETE (SEE OKC D-800-1).

28. THE CONTRACTOR IS RESPONSIBLE FOR PROMPT REPLACEMENT AND/OR REPAIR OF ALL TRAFFIC

CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION.

29. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF PAVEMENT MARKINGS THAT WILL BE IN

CONFLICT WITH THE PROPOSED WORK.

30. AT LEAST ONE LANE OF ANY ARTERIAL OR LOCAL STREET SHALL REMAIN OPEN THROUGHOUT

CONSTRUCTION.

31. ALL LAND DISTURBING ACTIVITIES INSIDE OKC LIMITS MUST OBTAIN A LAND DISTURBING ACTIVITY PERMIT WITH THE CITY OF OKLAHOMA CITY STORM WATER QUALITY MANAGEMENT DIVISION. ADDITIONALLY, CONSTRUCTION ACTIVITIES THAT RESULT IN A LAND DISTURBANCE OF EQUAL TO OR GREATER 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 OBTAIN AUTHORIZATION TO DISCHARGE STORMWATER UNDER THE OPDES

CONSTRUCTION GENERAL PERMIT OKR10.

32. PLAN VIEW DATA WAS TAKEN FROM OKLAHOMA CITY PUBLIC WORKS AND UTILITY DEPARTMENT GIS DATABASE. ALL EXISTING FEATURES SHOWN ON PLANS ARE SHOWN APPROXIMATE LOCATION UNLESS

OTHERWISE NOTED.

33. TRENCHING AND EXCAVATION LOCATED AT DRIVEWAYS, SIDEWALKS AND PAVEMENT SHALL BE

BACKFILLED WITH TYPE A AGGREGATE (SEE SECTION 923) AND COMPACTED TO 95% STANDARD

PROCTOR DENSITY.

34. ALL P.C. CONCRETE PAVEMENT DISTURBED BY THIS PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE. 4,000 P.S.I. MINIMUM. CONCRETE REPAIR REQUIRES EXPANSION MATERIAL AND JOINT SEALANT (FULL PANEL), WITH NO LESS THAN A 90-DEGREE CUT. ALL P.C. CONCRETE PAVEMENT MUST BE REPLACED IN FULL PANELS AND NO LESS THAN 90-DEGREE CUTS. ALL CONCRETE WORK SHALL BE DONE JOINT TO JOINT. ALL REPLACEMENT OF CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL BE REPLACED WITH 3,000 P.S.I. MINIMUM CONCRETE. ALL CONCRETE

WORK SHALL BE JOINT TO JOINT.

35. PIPE EMBEDMENT SHALL BE IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC IMPROVEMENTS". IN ANY AREAS WHERE GROUND WATER IS ENCOUNTERED, CRUSHED ROCK MAY BE USED AS A FOUNDATION AS DIRECTED BY THE

INSPECTOR AND THE ENGINEER.

36. EMBEDMENT MATERIAL MUST MEET THE REQUIREMENTS OF ASTM C33 NO. 67 AND BE READILY WORKED UNDER THE SIDES OF THE PIPE AND COMPACTED. IT MUST BE FREE FROM REFUSE. ORGANIC MATERIAL, COBBLES, BOULDERS, LARGE ROCKS OR STONES.

37. ANY MANHOLES THAT ARE REPLACED ARE TO BE BUILT TO AN ELEVATION NOT LESS THAN THAT OF THE

EXISTING GROUND SURFACE, OR AS SHOWN ON THE DRAWINGS. MANHOLES TO BE FLUSH WITH

PAVEMENT IN THE PAVED AREAS.

38. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATION NEAR BUILDINGS AND OTHER

STRUCTURES AND SHALL PROVIDE NECESSARY SHEETING AND SHORING TO ASSURE PROPER

INSTALLATION OF THE SEWERS. ALL COSTS FOR SHEETING AND SHORING SHALL BE INCLUDED IN THE

PRICE BID FOR TRENCH EXCAVATION.

39. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, PERMITTEE MUST STABILIZE THE ENTIRE SITE BY PLANTING GROWING AND ESTABLISHING A UNIFORM PERENNIAL COVER UNTIL A DENSITY OF AT LEAST 70 PERCENT OF THE NATIVE BACKGROUND COVER HAS BEEN ESTABLISHED FOR ALL UNPAVED AREAS.

40. ALL COSTS FOR ANY DEWATERING SHALL BE CONSIDERED AS INCIDENTAL CONSTRUCTION.

41. CONTRACTOR SHALL CLEAN OUT ANY MANHOLE INVERT BEFORE INSPECTOR OR ENGINEER APPROVES INVERT AND BENCH RECONSTRUCTION. ALL COSTS OF CLEANING BENCH AND INVERT TO BE INCLUDED IN

OTHER ITEMS OF WORK.

42. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OR ENGINEER'S DESIGNEE PRIOR TO

ABANDONING ANY MANHOLE.

43. THE COST OF LINE ITEMS FOR STEEL CASING PIPE WITH CARRIER PIPE INCLUDES STEEL CASING PIPE, GROUT OR CONCRETE, EXCAVATION, BACKFILL, SHEETING, SHORING, BRACING, DRAINAGE, DISPOSAL OF ALL SURPLUS MATERIALS, LABOR, TOOLS, EQUIPMENT, AND INCIDENTALS NECESSARY TO COMPLETE

WORK.

44. 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

OKC STANDARD DETAIL D-800.

45. ALL AMERICANS WITH DISABILITIES ACT (ADA)/SIDEWALK IMPROVEMENTS MUST MEET CURRENT ADA

REQUIREMENTS.

46. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT AND/OR REPAIR OF ALL EXISTING

ADA IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION.

47. 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.

48. FOR UTILITY CROSSINGS WHERE PIPE MATERIAL CHANGES, CONTRACTOR TO ENSURE CROSSING IS CENTERED ON PROPOSED PIPE SUCH THAT NO JOINT EXISTS WITHIN 10 FEET OF THE CROSSING. ALL

MATERIAL TRANSITION COUPLINGS ARE INCIDENTAL TO THE PIPE.

49. REMOVE EXISTING FENCES WITHIN EASEMENTS AS REQUIRED FOR PROPOSED WORK & PROVIDE TEMPORARY FENCE DURING CONSTRUCTION TO SECURE THE PRIVATE PROPERTY AFTER PIPELINE

WORK IS COMPLETE, REPLACE FENCE IN KIND. ALL FENCING IS INCIDENTAL TO THE WORK.

50. PRIVATE IRRIGATION LINES DISTURBED OR DAMAGED DURING CONSTRUCTION IS CONSIDERED INCIDENTAL TO THE PROJECT. REPAIRS OR REPLACEMENT BY CONTRACTOR TO BE COORDINATED WITH

PRIVATE OWNER.

NEW SANITARY SEWER MANHOLE

OPEN CUT SANITARY SEWER LINE

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drawing no.:

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date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

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#C A2

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SC-1136

08.21.2025

LOCATION VICINITY MAP

W WILSHIRE BLVD

R4W

N . P

O R

D A

N . M

NW 63RD ST

SCALE IN FEET

150' 300'75'0'

P_GEN01_F2201262.dwg

G.03

PROJECT

LOCATION

LEGEND:

EXISTING PROPERTY BOUNDRY

EXISTING UTILITY EASEMENT

EXISTING SEWER LINE

TRENCHLESS SEWER LINE

OPEN CUT SEWER LINE

EXISTING SEWER MANHOLE

REHAB. SEWER MANHOLE

NEW SEWER MANHOLE

EXISTING SEWER ABANDONMENT

PROPOSED SEWER ABANDONMENT

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING OVERHEAD POWER

EXISTING UNDERGROUND POWER

EXISTING FIBER OPTIC

P-OH

P-UG

LINE F3

SEE SHEET C.07

LINE F2

SEE SHEET C.07

LINE F1

SEE SHEET C.07

LINE A3

SEE SHEET C.01

LINE A4

SEE SHEET C.01

LINE A1

SEE SHEET C.01

LINE A2

SEE SHEET C.01

LINE A5

SEE SHEET C.01

LINE A7

SEE SHEET C.02LINE A6

SEE SHEET C.02

LINE B1

SEE SHEET C.03

LINE B2

SEE SHEET C.03

LINE B3

SEE SHEET C.03

LINE C1

SEE SHEET C.04

LINE C2

SEE SHEET C.04

LINE C3

SEE SHEET C.04

LINE D1

SEE SHEET C.05

LINE D2

SEE SHEET C.05

LINE D3

SEE SHEET C.05

LINE D4

SEE SHEET C.05

LINE E1

SEE SHEET C.06

LINE E2

SEE SHEET C.06

LINE E3

SEE SHEET C.06

LINE E4

SEE SHEET C.06

N . M

W WILSHIRE BLVD W WILSHIRE BLVD

N PO

RTER DR

LAKEVIEW

D R

ELMWOOD AVE

SHIRLEY LN

ELMWOOD AVE

SOMERSET PL

W FAIRFIELD AVE

NW GRAND BLVD

W FAIRFIELD AVE

SOMERSET P

WILSHIRE TERRACE

N . M

LINE F4

SEE SHEET C.07

LINE F5

SEE SHEET C.07

LINE F6

SEE SHEET C.07

E A

R C

S E

A R

C H

E A

R C

E A

R C

E A

R C

E A

R C

E A

R C

E A

R C

E A

R C

H 1

G V

W M

W V4"4"

G M

" 18

"1"

TPTP

G V

W V

G A

S M

A R

K E

W V

W W W W W

W W W

P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH

P-OH

P-O H

P-OH

P-O H

SDSDSDSDSD

W V

6"18

G V

W M W

M H

100+00

101+00

102+00 103+00 104+00

105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00

114+00

115+00

120 LF 8" PVC @ 0.42%

OPEN CUT

M H

+6 9.

(N ) 8

" P

1, 1.

U T

(S ) 8

" H D

OPEN CUT

340 LF 8" PVC @ 0.44%

M H

+4 5.

(N E)

" V

C P

1, 5.

(N ) 8

" P

.7 2'

M H

+8 4.

(E ) 8

" H D

) 8 " P

M H

+1 6.

(N E)

" H

.6 9'

U T

(S ) 8

" P

.6 8'

M H

O U

T (S

W ) 8

" V C

1, 5.

" H D

1, 4.

" H D

W ) 8

" H D

60.00' 8" C900

TRENCHLESS

170 LF 8" PVC @ 0.52%

332 LF 8" PVC @ 0.44%

356 LF 8" PVC @ 0.43%

40.20'

M H

+8 9.

(N E)

" H

.0 8'

(W ) 8

" P

.3 2'

(N ) 8

" P

.1 7'

U T

(S ) 8

" P

.1 7'

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

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SC-1136

08.21.2025

N L

D R

P_SIT01_F2201262.dwg

C.01

N LAKEVIEW DR

FAIRFIELD AVE

ERSET PL

SET PL

N LAKEVIEW DR

LINE A3

EX. SLOPE = 0.29%

NEW SLOPE 0.43%

EX. 10" VCP PIPE

PR. 8" PVC PIPE

OPEN CUT 356 LF

LINE A1

SLOPE = 0.52%

EX. 8" VCP PIPE

TRENCHLESS CONST. 170 LF

LINE A2

EX. SLOPE = 0.77%

NEW SLOPE 0.42%

EX. 8" VCP PIPE

PR. 8" PVC PIPE

OPEN CUT 120 LF

LINE A4

EX. SLOPE = 0.24%

NEW SLOPE 0.44%

EX. 10" VCP PIPE

PR. 8" PVC PIPE

OPEN CUT 340 LF

LINE C1

SEE SHEET C.04

LINE D1

SEE SHEET C.05

LINE E1

SEE SHEET C.06

LINE F3

SEE SHEET C.07

S S

SANITARY SEWER MH-1 - 48" - NEW

STA. 100+00.00

N: 199378.81 E: 2096624.88

RIM ELEV. = 1,221.66'

D = 10.96'

FL OUT (SW) 8" VCP = 1,215.03'

FL IN (NE) 8" HDPE = 1,214.97'

FL IN (NE) 8" HDPE = 1,210.86'

FL IN (NW) 8" HDPE = 1,210.72'

FL OUT (SE) 8" VCP = 1,210.70'

REMOVE EX MANHOLE

REMOVE EX OUTSIDE DROP CONNECTION

INSTALL NEW MH (4-FT)

INSTALL INSIDE DROP CONNECTION

N LAKEVIEW DR

ELM

O O

AVE

SHIRLEY LN

ILSH

E TER

LINE A5

EX. SLOPE = 0.40%

NEW SLOPE 0.44%

EX. 8" VCP PIPE

PR. 8" PVC PIPE

OPEN CUT 332 LF

S S

LINE A6

SEE SHEET C.02

LINE B1

SEE SHEET C.03

LINE I

SEE SHEET C.03

SANITARY SEWER MH-3 - 48" - NEW

STA. 102+89.43

N: 199645.45 E: 2096514.62

RIM ELEV. = 1,221.18'

D = 9.01'

FL IN (NE) 8" HDPE = 1,215.08' (WITH INSIDE

DROP)

FL IN (W) 8" PVC = 1,212.32'

FL IN (N) 8" PVC = 1,212.17'

FL OUT (S) 8" PVC = 1,212.17'

REMOVE EX MANHOLE

REMOVE EX OUTSIDE DROP CONNECTION

INSTALL NEW MH (4-FT)

INSTALL INSIDE DROP CONNECTION

3SANITARY SEWER MH-2 - 48" - REHAB

STA. 101+69.93

N: 199530.92 E: 2096548.81

RIM ELEV. = 1,221.43'

D = 9.82'

FL IN (N) 8" PVC = 1,211.67'

FL OUT (S) 8" HDPE = 1,211.61'

REHABILITATION OF MANHOLE

2 SANITARY SEWER MH-4 - 48" - NEW

STA. 106+45.39

N: 200000.31 E: 2096542.42

RIM ELEV. = 1,220.42'

D = 6.72'

FL IN (NE) 8" HDPE = 1,215.87'

FL IN (N) 8" PVC = 1,213.72'

FL OUT (S) 8" PVC = 1,213.70'

REMOVE EX MANHOLE

REMOVE EX OUTSIDE DROP CONNECTION

INSTALL NEW MH (4-FT)

INSTALL INSIDE DROP CONNECTION

4 SANITARY SEWER MH-5 - 48" - NEW

STA. 109+84.43

N: 200339.31 E: 2096537.13

RIM ELEV. = 1,220.93'

D = 5.73'

FL IN (E) 8" HDPE = 1,215.34'

FL IN (N) 8" PVC = 1,215.22'

FL OUT (S) 8" PVC = 1,215.20'

REMOVE EX MANHOLE

INSTALL NEW MH (4-FT)

5 SANITARY SEWER MH-6 - 48" - NEW

STA. 113+16.07

N: 200670.90 E: 2096531.75

RIM ELEV. = 1,222.23'

D = 5.55'

FL IN (NE) 8" HDPE = 1,216.69'

FL OUT (S) 8" PVC = 1,216.68'

REMOVE EX MANHOLE

INSTALL NEW MH (4-FT)

SCALE IN FEET

50' 100'25'0'

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

LINE - A1 TRENCHLESS CONSTRUCTION 170 LF VCP 8"

LINE - A2 OPEN CUT 120 LF VCP 8"

RECONFIGURE LINE A2 PER PLAN AND PROFILE

VIEW (NEW SLOPE - 0.42%)

LINE - A3 OPEN CUT 356 LF VCP 8"

RECONFIGURE LINE A3 PER PLAN AND PROFILE

VIEW (NEW SLOPE - 0.43%)

LINE - A4 OPEN CUT 340 LF VCP 8"

RECONFIGURE LINE A4 PER PLAN AND PROFILE

VIEW (NEW SLOPE - 0.44%)

LINE - A5 OPEN CUT 332 LF VCP 8"

RECONFIGURE LINE A5 PER PLAN AND PROFILE

VIEW (NEW SLOPE - 0.44%)

EXISTING 8" WATER LINE

LINE F4

SEE SHEET C.07

EX. 4 12" GAS LINE

EX. 4" GAS LINE

EX. 4 12" GAS LINE

EX. 6" GAS LINE

EX. 30" STORM DRAIN

EX. 36" STORM DRAIN

LINE A1 - A5 (101+60 - 113+25)

SD CROSSING

SD BOTTOM: 1,214.57'

SS TOP: 1,215.07'

SD CROSSING

SD BOTTOM: 1,216.27'

SS TOP: 1,215.41'

WL CROSSING

WL BOTTOM: 1,216.01'

SS TOP: 1,212.03'

WL CROSSING

WL BOTTOM: 1,214.65'

SS TOP: 1,214.30' WL CROSSING

WL BOTTOM: 1,216.27'

SS TOP: 1,215.41''

EX. 6" WATER LINE

EX. 6" WATER LINE EX. 4"

WATER LINE

EX. 4" WATER LINE

EX. 6" WATER LINE

GAS CROSSING

GAS BOTTOM: 1,217.37'

SS TOP: 1,214.77'

GAS CROSSING

GAS BOTTOM: 1,219.12'

SS TOP: 1,216.95'

GAS CROSSING

GAS BOTTOM: 1,218.47'

SS TOP: 1,215.03'

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 1 NEW MANHOLE 11 VF CONCRETE 48"

MH - 2 REHAB 10 VF BRICK 48"

MH - 3 NEW MANHOLE 10 VF BRICK 48"

MH - 4 NEW MANHOLE 7 VF BRICK 48"

MH - 5 NEW MANHOLE 6 VF BRICK 48"

MH - 6 NEW MANHOLE 6 VF BRICK 48"

EX. 6" GAS LINE

EX. 4 12" GAS LINE

EX. 6" WATER LINE

EX. 6" WATER LINEEX. 6" WATER LINE

EX. 30" STORM DRAIN

EX. 24" STORM DRAIN

U T

(S ) 8

" V C

1, 3.

U T

(S ) 8

" P

.2 0'

REMOVE AND REPLACE CURB

AND GUTTER - 308 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 559 SY

REMOVE AND REPLACE

DRIVEWAY - 41 SY

TYPE 'A' AGGREGATE - 219 CY

REMOVE AND REPLACE CURB

AND GUTTER - 46 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 83 SY

TYPE 'A' AGGREGATE - 43 CY

REMOVE AND REPLACE CURB

AND GUTTER - 16 LF

REMOVE AND REPLACE

DRIVEWAY (CONCRETE) - 21 SY

REMOVE AND REPLACE CURB

AND GUTTER - 42 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 67 SY

TYPE 'A' AGGREGATE - 41 CY

REMOVE AND REPLACE CURB

AND GUTTER - 18 LF

REMOVE AND REPLACE

DRIVEWAY (CONCRETE) - 37 SY

CONTRACTOR TO PROTECT

EX. TREE IN PLACE OR

REPLACE IN KIND

TYPE 'A' AGGREGATE

EX. GRADE

REMOVE AND REPLACE CURB

AND GUTTER - 48 LF

REMOVE AND REPLACE

DRIVEWAY (CONCRETE) - 27 SY

PROTECT EX. WATER

LINE IN PLACE

PROTECT EX. WATER

LINE IN PLACE

PROTECT EX. WATER

LINE IN PLACE

PROTECT EX. STORM

INFRASTRUCTURE IN PLACE

PROTECT EX. STORM

INFRASTRUCTURE IN

PLACE

SEE GENERAL NOTE #48

CONSTRUCTION NOTE

PLAN SCALE

60.00'

8" PVC C900

60.00'

8" PVC C900

U T

(S E)

" V

C P

1, 0.

LINE F6

SEE SHEET C.07

EX. 6" WATER LINE TYPE 'A' AGGREGATE

TYPE 'A' AGGREGATE

EX. 4 12" GAS LINE

REMOVE AND REPLACE

CURB AND GUTTER - 42 LF

TYPE 'A' AGGREGATE - 21 CY

REMOVE AND REPLACE

CURB AND GUTTER - 75 LF

TYPE 'A' AGGREGATE - 38 CY REMOVE AND REPLACE

CURB AND GUTTER - 135 LF

TYPE 'A' AGGREGATE - 64 CY

REMOVE AND REPLACE

CURB AND GUTTER - 73 LF

TYPE 'A' AGGREGATE - 33 CY

REMOVE AND REPLACE

CURB AND GUTTER - 50 LF

TYPE 'A' AGGREGATE - 23 CY

REMOVE AND REPLACE

CURB AND GUTTER - 75 LF

TYPE 'A' AGGREGATE - 34 CY

1234567

WWWWWWWWW

W W W W W W W W

WWWWWWWW

P-O H

P-O

H P-OH

P-OH

P-

P-OH

10"

LTP

30"

WVWV

12"WV

10"

24"

12"

LTP

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

114+00

115+00

116+00

117+00

118+00

119+00

SANITARY SEWER MH-6 - 48" - NEW

STA. 113+16.07

N: 200670.90 E: 2096531.75

RIM ELEV. = 1,222.23'

D = 5.55'

FL IN (NE) 8" HDPE = 1,216.69'

FL OUT (S) 8" PVC = 1,216.68'

(SEE CONSTRUCTION NOTES ON

SHEET C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

C er tif ic at e of A ut ho riz at io n

-1

M A

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AJB

MAJ

SC-1136

08.21.2025

W W

T O

S H

Y N

P_SIT01_F2201262.dwg

C.02

W WILSHIRE BLVD

LAKEVIEW

D R

3012 3008 3004 3000 2920 2916

SHIRLEY LN

LINE A5

SEE SHEET C.01

LINE A6

SLOPE = 0.58%

EX. 8" VCP PIPE

TRENCHLESS CONST. 303 LF

LINE A7

SLOPE = 0.64%

EX. 8" VCP PIPE

TRENCHLESS CONST. 302 LF

6 SANITARY SEWER MH-7 - 48" - REHAB

STA. 116+19.09

N: 200730.95 E: 2096828.76

RIM ELEV. = 1,224.05'

D = 5.59'

FL IN (E) 8" HDPE = 1,218.47'

FL OUT (W) 8" HDPE = 1,218.46'

REHABILITATION OF MANHOLE

7 SANITARY SEWER MH-8 - 48" - REHAB - DEAD END

STA. 119+21.06

N: 200791.55 E: 2097124.59

RIM ELEV. = 1,226.00'

D = 5.60'

FL OUT (SW) 8" HDPE = 1,220.40'

REHABILITATION OF MANHOLE

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 7 REHAB 6 VF BRICK 48"

MH - 8 REHAB 6 VF BRICK 48"

LINE - A6 TRENCHLESS CONSTRUCTION 303 LF VCP 8"

LINE - A7 TRENCHLESS CONSTRUCTION 302 LF VCP 8"

EX. 4 12" GAS LINE

EX. 6" GAS LINE

EX. 6" WATER LINE

20' U/E

SCALE IN FEET

50' 100'25'0'

PLAN SCALE

EXISTING GAS

CROSSING

100006 1224.52

100007 1224.52

100008 1224.52

100009 1224.52

100010 1224.52

100011 1224.52

100012 1224.52

100015 1225.01

100016 1225.01

100017 1225.01

100018 1225.01

100019 1225.01

100020 1225.01

100021 1225.01

100022 1225.01

100023 1225.01

/ STOP

/ VEHICLES IN EXCESS OF 2 AXLES PROHIBITED

4" 4"

18"

LPPP

W W

P-O H

P-OH

P-

P- O

P-OH

P- O

P-OH

10"

LTP

30"

WVWV

12"WV

10"

GAS

MTR

GAS

MTR

GAS

MTRGAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

200+00 201+00

202+00

203+00

204+00

205+00

206+00

207+00

SANITARY SEWER MH-5 - 48" - NEW

STA. 109+84.43

N: 200339.31 E: 2096537.13

RIM ELEV. = 1,220.93'

D = 5.73'

FL IN (E) 8" HDPE = 1,215.34'

FL IN (N) 8" PVC = 1,215.22'

FL OUT (S) 8" PVC = 1,215.20'

(SEE CONSTRUCTION NOTES ON SHEET

C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

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-1

M A

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AJB

MAJ

SC-1136

08.21.2025

O E

O O

D A

P_SIT01_F2201262.dwg

C.03

SHIRLEY LN

ELMWOOD AVE

LAKEVIEW

D R

LINE A5

SEE SHEET C.01

LINE A4

SEE SHEET C.01

LINE A6

SEE SHEET C.02

LINE B1

SLOPE = 1.12%

EX. 8" VCP PIPE

TRENCHLESS CONST. 78 LF

LINE B2

SLOPE = 0.77%

EX. 8" VCP PIPE

TRENCHLESS CONST. 361 LF

LINE B3

SLOPE = 0.72%

EX. 8" VCP PIPE

TRENCHLESS CONST. 358 LF

5 SANITARY SEWER MH-10 - 48" - REHAB

STA. 204+38.85

N: 200471.59 E: 2096951.59

RIM ELEV. = 1,224.65'

D = 5.63'

FL IN (NE) 8" HDPE = 1,219.02'

FL OUT (SW) 8" HDPE = 1,219.02'

REHABILITATION OF MANHOLE

10 SANITARY SEWER MH-11 - 48" - REHAB - DEAD END

STA. 207+96.51

N: 200601.43 E: 2097284.85

RIM ELEV. = 1,226.66'

D = 5.06'

FL IN (NE) 6" VCP = 1,222.36'

FL IN (SE) 6" VCP = 1,222.34'

FL OUT (SW) 8" HDPE = 1,221.60'

REHABILITATION OF MANHOLE

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 9 REHAB 6 VF BRICK 48"

MH - 10 REHAB 6 VF BRICK 48"

MH - 11 REHAB 6 VF BRICK 48"

LINE - B1 TRENCHLESS CONSTRUCTION 78 LF VCP 8"

LINE - B2 TRENCHLESS CONSTRUCTION 361 LF VCP 8"

LINE - B3 TRENCHLESS CONSTRUCTION 358 LF VCP 8"

SANITARY SEWER MH-9 - 48" - REHAB

STA. 200+77.43

N: 200341.14 E: 2096614.54

RIM ELEV. = 1,222.01

D = 5.80'

FL IN (NE) 8" HDPE = 1,216.22'

FL OUT (W) 8" HDPE = 1,216.21'

REHABILITATION OF MANHOLE

EX. 6" GAS LINE

EX. 4 12" GAS LINE

EX. 6" WATER LINE

EX. 4" WATER LINE

WL CROSSING

WL BOTTOM: 1,217.67'

SS TOP: 1,216.02'

20' U/E

SCALE IN FEET

50' 100'25'0'

PLAN SCALE

100000 1224.52

100001 1224.52

100002 1224.52

100003 1224.52

100004 1224.52

100005 1224.52

100006 1224.52

100007 1224.52

100008 1224.52

100009 1224.52

100010 1224.52

100011 1224.52

100012 1224.52

1225.01

100018 1225.01

100019 1225.01

100020 1225.01

100021 1225.01

100022 1225.01

100023 1225.01

100024 1225.01

100025 1225.01

100026 1225.01

FOUND MONUMENT /1/2"PIPE

FOUND MONUMENT /3/8"REBAR

4" 4"

24"

18"

WVWVTP

/ ELMWOOD LAKEVIEW

/ BIKE ROUTE

TP GM

LPPP

W W

W P-O

H P-O

P-OH

FOUND MONUMENT /3/8"REBARBENTSHOTATBEND

FOUND MONUMENT /1/2"REBAR

18"

FOUND MONUMENT /5/8"REBAR

FOUND MONUMENT /3/8"REBAR

FOUND MONUMENT /5/8"REBAR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

300+00

301+00

302+00

303+00

304+00

305+00

306+00

307+00

308+00

309+00

SANITARY SEWER MH-4 - 48" - NEW

STA. 106+45.39

N: 200000.31 E: 2096542.42

RIM ELEV. = 1,220.42'

D = 6.72'

FL IN (E) 8" HDPE = 1,215.87'

FL IN (N) 8" PVC = 1,213.72'

FL OUT (S) 8" PVC = 1,213.70'

(SEE CONSTRUCTION NOTES ON SHEET

C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

C er tif ic at e of A ut ho riz at io n

-1

M A

Y, O

AJB

MAJ

SC-1136

08.21.2025

W O

O D

T O

S O

P_SIT01_F2201262.dwg

C.04

ELMWOOD AVE

SOMERSET PL

LAKEVIEW

D R

LINE A5

SEE SHEET C.01

LINE A4

SEE SHEET C.01

LINE B1

SEE SHEET C.03

LINE B2

SEE SHEET C.03

LINE C1

SLOPE = 0.63%

EX. 8" VCP PIPE

TRENCHLESS CONST. 310 LF

LINE C2

SLOPE = 0.55%

EX. 8" VCP PIPE

TRENCHLESS CONST. 309 LF

LINE C3

SLOPE = 0.64%

EX. 8" VCP PIPE

TRENCHLESS CONST. 317 LF

LINE D3

SEE SHEET C.05

LINE D4

SEE SHEET C.05

SANITARY SEWER MH-12 - 48" - REHAB

STA. 303+09.47

N: 200112.99 E: 2096830.65

RIM ELEV. = 1,222.76'

D = 4.95'

FL IN (NE) 8" HDPE = 1,217.86'

FL OUT (SW) 8" HDPE = 1,217.81'

REHABILITATION OF MANHOLE

124 SANITARY SEWER MH-13 - 48" - REHAB

STA. 306+18.55

N: 200225.14 E: 2097118.66

RIM ELEV. = 1,224.68'

D = 5.13'

FL IN (NE) 8" HDPE = 1,219.56'

FL OUT (SW) 8" HDPE = 1,219.55'

REHABILITATION OF MANHOLE

13 SANITARY SEWER MH-14 - 48" - REHAB - DEAD END

STA. 309+35.27

N: 200340.27 E: 2097413.72

RIM ELEV. = 1,226.71'

D = 5.08'

FL IN (SW) 4" VCP =1,222.51'

FL IN (N) 4" VCP =1,222.47'

FL IN (SE) 3" VCP =1,222.42'

FL OUT (W) 8" HDPE = 1,221.63'

REHABILITATION OF MANHOLE

CONTRACTOR TO CONNECT SOUTHWEST 4"

SERVICE LINE TO SEWER MAIN 5-FT OUTSIDE THE

MANHOLE. EXISTING CONNECTION TO BE

ABANDONED AT THE MANHOLE.

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 12 REHAB 5 VF BRICK 48"

MH - 13 REHAB 6 VF BRICK 48"

MH - 14 REHAB 6 VF BRICK 48"

LINE - C1 TRENCHLESS CONSTRUCTION 310 LF VCP 8"

LINE - C2 TRENCHLESS CONSTRUCTION 309 LF VCP 8"

LINE - C3 TRENCHLESS CONSTRUCTION 317 LF VCP 8"

EX. 4 12" GAS LINE

EX. 6" GAS LINE

EX. 6" GAS LINE EX. 6" WATER LINE

EX. 6" WATER LINE

WL CROSSING

WL BOTTOM: 1,218.55'

SS TOP: 1,215.87'

20' U/E

SCALE IN FEET

100030 0.00

100031 0.00

100032 0.00

100033 0.00

100034 0.00

100035 0.00

100036 0.00

100037 0.00

100038 0.00

100039 0.00

100040 0.00

100041 0.00

100042 0.00

100043 0.00

100044 0.00

100045 0.00

100047 0.00

100048 0.00

100049 0.00

100050 0.00

100051 0.00

FOUND MONUMENT /3/8"REBAR

FOUND MONUMENT /3/8"REBAR-SHOT@BEND

/ BIKE ROUTE

TP GM

WVWV

GAS MARKER

/ DIP

24"

LPPP

W W

P-O H

P-OH

FOUND MONUMENT /1/2"REBARBENTSHOTATBEND

FOUND MONUMENT /3/8"REBARBENTSHOTATBEND

FOUND MONUMENT /1/2"REBAR

18"

36"

FOUND MONUMENT /1/2"REBAR

FOUND MONUMENT /3/8"REBAR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTRGAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

MANHOLE NOT FOUND

400+00

401+00

402+00

403+00

404+00

405+00

406+00

407+00

408+00

409+00

410+00

411+00

SANITARY SEWER MH-3 - 48" - NEW

STA. 102+89.43

N: 199645.45 E: 2096514.62

RIM ELEV. = 1,221.18'

D = 9.03'

FL IN (E) 8" HDPE = 1,215.08' (WITH INSIDE DROP)

FL IN (W) 8" PVC = 1,212.32'

FL IN (N) 8" PVC = 1,212.17'

FL OUT (S) 8" PVC = 1,212.17'

(SEE CONSTRUCTION NOTES ON SHEET C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

C er tif ic at e of A ut ho riz at io n

-1

M A

Y, O

AJB

MAJ

SC-1136

08.21.2025

T O

P_SIT01_F2201262.dwg

C.05

SOMERSET PL

W FAIRFIELD AVE

NW GRAND BLVD

LAKEVIEW

D R

LINE A4

SEE SHEET C.01

LINE A3

SEE SHEET C.01

LINE A2

SEE SHEET C.01

LINE C1

SEE SHEET C.04

LINE D1

SLOPE = 0.53%

EX. 8" VCP PIPE

TRENCHLESS CONST. 312 LF

LINE D2

SLOPE = 0.43%

EX. 8" VCP PIPE

TRENCHLESS CONST. 311 LF

LINE D3

SLOPE = 0.46%

EX. 8" VCP PIPE

TRENCHLESS CONST. 270 LF

LINE D4

SLOPE = 0.48%

EX. 8" VCP PIPE

TRENCHLESS CONST. 218 LF

LINE E2

SEE SHEET C.06

LINE E3

SEE SHEET C.06

LINE F3

SEE SHEET C.07

LINE E4

SEE SHEET C.06

SANITARY SEWER MH-15 - 48" - REHAB

STA. 403+11.24

N: 199782.85 E: 2096793.89

RIM ELEV. = 1,222.97'

D = 6.24'

FL IN (NE) 8" HDPE = 1,216.73'

FL OUT (SW) 8" HDPE = 1,216.73'

REHABILITATION OF MANHOLE

15 SANITARY SEWER MH-16 - 48" - REHAB

STA. 406+22.34

N: 199912.58 E: 2097076.42

RIM ELEV. = 1,223.75'

D = 5.70'

FL IN (NE) 8" HDPE = 1,218.13'

FL OUT (SW) 8" HDPE = 1,218.05'

REHABILITATION OF MANHOLE

16 SANITARY SEWER MH-17 - 48" - REHAB

STA. 408+92.47

N: 200007.78 E: 2097329.44

RIM ELEV. = 1,225.30'

D = 5.94'

FL IN (NE) 8" HDPE = 1,219.46'

FL OUT (SW) 8" HDPE = 1,219.36'

REHABILITATION OF MANHOLE

17 SANITARY SEWER MH-18 - 48" - NEW - DEAD END

STA. 411+10.06

N: 200085.21 E: 2097532.78

RIM ELEV. = 1,225.75'

D = 5.26'

FL OUT (SW) 8" HDPE = 1,220.49'

INSTALL NEW MH (4-FT)

AS-BUILTS SHOW EXISTING LAMPHOLE. MANHOLE

INACCESSIBLE DURING SURVEY. CONTRACTOR

TO REPLACE LAMPHOLE WITH NEW MANHOLE. IF

MANHOLE FOUND CONTRACTOR TO ASSESS IF

MANHOLE CAN BE REHABILITATED INSTEAD OF

REPLACEMENT. REHABILITATION TO BE

APPROVED BY ENGINEER/CITY.

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 15 REHAB 7 VF BRICK 48"

MH - 16 REHAB 6 VF BRICK 48"

MH - 17 REHAB 6 VF BRICK 48"

MH -18 NEW MANHOLE 6 VF BRICK 48"

LINE - D1 TRENCHLESS CONSTRUCTION 312 LF VCP 8"

LINE - D2 TRENCHLESS CONSTRUCTION 311 LF VCP 8"

LINE - D3 TRENCHLESS CONSTRUCTION 270 LF VCP 8"

LINE - D4 TRENCHLESS CONSTRUCTION 218 LF VCP 8"

EX. 4" GAS LINE

EX. 4 12" GAS LINE

EX. 6" GAS LINE

EX. 4" WATER LINE

EX. 6" WATER LINE

EX. 6" WATER LINES

20' U/E

SCALE IN FEET

100027 0.00

100028 0.00

100029 0.00

100030 0.00

100031 0.00

100032 0.00

100033 0.00

100034 0.00

100035 0.00

100036 0.00

100037 0.00

100038 0.00

100039 0.00

100040 0.00

100041 0.00

100042 0.00

100046 0.00

100047 0.00

100048 0.00

100049 0.00

100050 0.00

100051 0.00

100052 0.00

100053 0.00

100054 0.00

100055 0.00

100056 0.00

100057 0.00

100058 0.00

100059 0.00

100060 0.00

100061 0.00

100062 0.00

100063 0.00

FOUND MONUMENT / 3/8 REBAR

FOUND MONUMENT /3/8"REBAR-SHOT@BEND

FOUND MONUMENT /3/8"REBAR

WVWV

GAS MARKER

24"

LPPP

W W

P-O H

P-OH

36"

WMWV

FOUND MONUMENT /1/2"REBAR

FOUND MONUMENT /3/8"REBAR

FOUND MONUMENT /1/2"REBAR-SHOT@BEND

FOUND MONUMENT /1/2"REBAR

GAS

MTR

GAS

MTR GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTRGAS

MTR

GAS

MTR

500+00

501+00

502+00

503+00

504+00

505+00

506+00

507+00

508+00

509+00

510+00

SANITARY SEWER MH-1 - 48" - NEW

STA. 100+00.00

N: 199378.81 E: 2096624.88

RIM ELEV. = 1,221.66'

D = 10.96'

FL OUT (SW) 8" VCP = 1,215.03'

FL IN (NE) 8" HDPE = 1,214.97'

FL IN (NE) 8" HDPE = 1,210.86'

FL IN (NW) 8" HDPE = 1,210.72'

FL OUT (SE) 8" VCP = 1,210.70'

(SEE CONSTRUCTION NOTES ON SHEET

C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

C er tif ic at e of A ut ho riz at io n

-1

M A

Y, O

AJB

MAJ

SC-1136

08.21.2025

D A

O N

W G

D B

P_SIT01_F2201262.dwg

C.06

76162904

W FAIRFIELD AVE

NW GRAND BLVD

LAKEVIEW

D R

NW GRAND BLVD

N M

AY AVE

LINE A2

SEE SHEET C.01

LINE E2

SLOPE = 0.39%

EX. 8" VCP PIPE

TRENCHLESS CONST. 299 LF

LINE E3

SLOPE = 0.46%

EX. 8" VCP PIPE

TRENCHLESS CONST. 301 LF

LINE E4

SLOPE = 0.40%

EX. 8" VCP PIPE

TRENCHLESS CONST. 181 LF

LINE A1

SEE SHEET C.01

LINE D1

SEE SHEET C.05

LINE D2

SEE SHEET C.05

LINE E1

SLOPE = 0.50%

EX. 8" VCP PIPE

TRENCHLESS CONST. 294 LF

LINE A3

SEE SHEET C.01

1 SANITARY SEWER MH-19 - 48" - REHAB

STA. 502+93.48

N: 199507.11 E: 2096888.83

RIM ELEV. = 1,222.22'

D = 5.78'

FL IN (NE) 8" HDPE = 1216.44'

FL OUT (SW) 8" HDPE = 1,216.44'

REHABILITATION OF MANHOLE

19 SANITARY SEWER MH-20 - 48" - REHAB

STA. 505+92.45

N: 199638.24 E: 2097157.50

RIM ELEV. = 1,222.29'

D = 4.69'

FL IN (NE) 8" HDPE = 1217.65'

FL OUT (SW) 8" HDPE = 1,217.60'

REHABILITATION OF MANHOLE

20 SANITARY SEWER MH-21 - 48" - REHAB

STA. 508+93.08

N: 199744.60 E: 2097438.69

RIM ELEV. = 1,223.31'

D = 4.28'

FL IN (NW) 8" HDPE = 1219.09'

FL OUT (SE) 8" HDPE = 1,219.03'

REHABILITATION OF MANHOLE

21 SANITARY SEWER MH-22 - 48" - NEW - DEAD END

STA. 510+74.39

N: 199810.47 E: 2097607.61

RIM ELEV. = 1,224.05'

D = 4.26'

FL OUT (W) 8" HDPE = 1,219.79'

INSTALL NEW MH (4-FT)

AS-BUILTS SHOW EXISTING LAMPHOLE. MANHOLE

INACCESSIBLE DURING SURVEY. CONTRACTOR TO

REPLACE LAMPHOLE WITH NEW MANHOLE. IF MANHOLE

FOUND CONTRACTOR TO ASSESS IF MANHOLE CAN BE

REHABILITATED INSTEAD OF REPLACEMENT.

REHABILITATION TO BE APPROVED BY ENGINEER/CITY.

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 19 REHAB 6 VF BRICK 48"

MH - 20 REHAB 5 VF BRICK 48"

MH - 21 REHAB 5 VF BRICK 48"

MH - 22 NEW MANHOLE 5 VF BRICK 48"

LINE - E1 TRENCHLESS CONSTRUCTION 294 LF VCP 8"

LINE - E2 TRENCHLESS CONSTRUCTION 299 LF VCP 8"

LINE - E3 TRENCHLESS CONSTRUCTION 301 LF VCP 8"

LINE - E4 TRENCHLESS CONSTRUCTION 181 LF VCP 8"

EX. 4 12" GAS LINE

EX. 4 12" GAS LINEEX. 6" GAS LINE

EX. 4" WATER LINE

EX. 6" WATER LINE

WL CROSSING

WL BOTTOM: 1,215.09'

SS TOP: 1,212.76'

20' U/E

SCALE IN FEET

FOUND MONUMENT / 3/8 REBAR

FOUND MONUMENT /3/8"REBAR-SHOT@BEND

GAS MARKER

/ DIP

24"

LPPP

P-O H

P-OHP-OH

36"

WMWV

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

GAS

MTR

M H

600+00 601+00

604+00

605+00

O B

E R

M H

(T O

B E

+2 8.

600+00 601+00 602+00 603+00 604+00 605+00 605+75

SLIPLINE

OPEN CUT

M H

+9 8.

M H

+3 9.

(E ) 8

" P

.4 1'

U T

(W ) 8

" H D

M H

+0 0.

(N ) 1

0" V

C P

1, 0.

(E ) 8

" H D

O U

T (S

) 1 0"

V C

1, 0.

M H

+8 9.

(E ) 8

" H D

) 8 " P

137 LF 8" PVC @ 0.60%

260 LF 8" PVC @ 0.50%

138 LF 8" HDPE @ 0.50%

SANITARY SEWER MH-3 - 48" - NEW

STA. 102+89.43

N: 199645.45 E: 2096514.62

RIM ELEV. = 1,221.18'

D = 9.03'

FL IN (E) 8" HDPE = 1,215.08' (WITH INSIDE DROP)

FL IN (W) 8" PVC = 1,212.32'

FL IN (N) 8" PVC = 1,212.17'

FL OUT (S) 8" PVC = 1,212.17'

(SEE CONSTRUCTION NOTES ON SHEET C.01)

SHEET

N S

N O

E R

S D

N project no.:

approved by:

checked by:

drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

Br oa dw ay

E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

-2

O kl ah om a

C er tif ic at e of A ut ho riz at io n

-1

M A

Y, O

AJB

MAJ

SC-1136

08.21.2025

N L

D R

T O

S O

P_SIT01_F2201262.dwg

C.07

LAKEVIEW

D R

MER

W FAIRFIELD AVE3137

31003104

LINE A2

SEE SHEET C.01

LINE A1

SEE SHEET C.01

LINE A3

SEE SHEET C.01

LINE F3

SLOPE = 0.04%

EX. 10" VCP PIPE

ABANDON EX. 10" SEWER - 136 LF

LINE F2

SLOPE = 0.29%

EX. 10" VCP PIPE

ABANDON EX. 10" SEWER - 262 LFLINE F1

REMOVE AND REPLACE EX. LINE

PROPOSED SLOPE = 0.50%

EX. 10" VCP PIPE

SLIPLINING (8" PIPE) - 138 LF

SANITARY SEWER MH-25 - 48" - REMOVE

STA. 704+02.85

N: 199610.16 E: 2096381.30

RIM ELEV. = 1,220.30'

D = 8.13'

FL IN (E) 10" VCP = 1,212.57'

FL OUT (W) 10" VCP = 1,212.51'

REMOVE EX. MANHOLE

25SANITARY SEWER MH-24 - 48" - REHAB

STA. 701+39.66

N: 199426.62 E: 2096192.67

RIM ELEV. = 1,218.16'

D = 6.75'

FL IN (E) = 8" PVC = 1,211.41'

FL OUT (W) 8" HDPE = 1,211.41'

REHABILITATION OF MANHOLE

24SANITARY SEWER MH-23 - 48" - REHAB

STA. 700+00.00

N: 199428.69 E: 2096053.99

RIM ELEV. = 1,215.98'

D = 5.35'

FL IN (N) 10" VCP = 1,210.71'

FL IN (E) 8" HDPE = 1,210.71'

FL OUT (S) 10" VCP = 1,210.63'

REHABILITATION OF MANHOLE

REHABILITATION SCHEDULE

REHAB TYPE QUANTITY EXISTING MATERIAL SIZE NOTES

MH - 23 REHAB 6 VF BRICK 48"

MH - 24 REHAB 7 VF BRICK 48"

MH - 25 REMOVE 9 VF BRICK 48"

MH - 26 REMOVE 9 VF BRICK 48"

MH - 27 NEW MANHOLE 9 VF N/A 48"

LINE - F1 SLIPLINING 138 LF VCP 8" CONTRACTOR TO SLIP LINE 8" PIPE THROUGH EXISTING 10" PIPE

LINE - F2 TO BE ABANDONED 262 LF VCP 10" REMOVE PORTIONS OF EXISTING SEWER AS NEEDED

LINE - F3 TO BE ABANDONED 136 LF VCP 10" REMOVE PORTIONS OF EXISTING SEWER AS NEEDED

LINE - F4 TO BE ABANDONED 7 LF VCP 10" REMOVE PORTIONS OF EXISTING SEWER AS NEEDED

LINE - F5 NEW LINE (OPEN CUT) 260 LF N/A 8"

LINE - F6 NEW LINE (OPEN CUT) 137 LF N/A 8"

LINE D1

SEE SHEET C.05

EX. 10" SEWER LINE

EX. 10" SEWER LINE SANITARY SEWER MH-26 - 48" - REMOVE

STA. 705+32.12

N: 199643.57 E: 2096506.18

RIM ELEV. = 1,220.86'

D = 8.70'

FL IN (E) 10" VCP = 1,212.24'

FL OUT (W) 10" VCP = 1,212.66'

REMOVE EX. MANHOLE

LINE F4

SLOPE = 0.30%

EX. 10" VCP PIPE

ABANDON EX. 10" SEWER - 7 LF

EX. 4 12" GAS LINE

LINE F1 - F6 (703+90 - 705+50)

REMOVE AND REPLACE CURB

AND GUTTER - 9 LF

PAVEMENT CUT AND

PERMANENT REPAIR - 9 SY

TYPE 'A' AGGREGATE - 10 CY

SD CROSSING

SS BOTTOM: 1,210.77'

SD TOP: 1,210.71'

WL CROSSING

WL BOTTOM: 1,213.68'

SS TOP: 1,211.68'

EX. 4" WATER LINE

EX. 6" WATER LINE

GAS CROSSING

GAS BOTTOM: 1,213.57'

SS TOP: 1,211.56'

GAS CROSSING

GAS BOTTOM: 1,218.98'

SS TOP: 1,213.23'

20' U/E

LINE F5

PROPOSED SLOPE = 0.50%

PR. 8" PVC PIPE

OPEN CUT 260 LF

LINE F6

PROPOSED SLOPE = 0.60%

PR. 8" PVC PIPE

OPEN CUT 137 LF

EX. GRADE

SANITARY SEWER MH-27 - 48" - NEW

STA. 703+98.78

N: 199602.85 E: 2096382.64

RIM ELEV. = 1,220.42'

D = 7.71'

FL OUT (E) 8" PVC = 1,213.15'

FL OUT (W) 8" PVC = 1,212.71'

INSTALL NEW MANHOLE

SCALE IN FEET

50' 100'25'0'

PLAN SCALE

REMOVE

MANHOLE

EX. 48"

STORM

DRAIN

TYPE 'A' AGGREGATE

EX. 10" VCP PIPE

(TO BE SLIPLINED)

REMOVE

MANHOLE

U T

(E ) 8

" P

.1 5'

U T

(S ) 8

" P

.7 1'

(N ) 8

" P

.1 7'

U T

(S ) 8

" P

.1 5'

EXISTING SHED

EX. 4 12" GAS LINE

EX. 4" WATER LINE

EX. 4 12" GAS LINE

Sheets and Views

G.01 COVER SHEET

G.02 GENERAL NOTES

G.03 PROJECT LOCATION

C.01 N LAKEVIEW DR

C.02 W WILSHIRE BLVD TO SHIRLEY N

C.03 SHIRLEY LN TO ELMWOOD AVE

C.04 ELMWOOD AVE TO SOMERSET PL

C.05 SOMERSET PL TO FAIRFIELD AVE

C.06 FAIRFIELD AVE TO NW GRAND BLVD

C.07 N LAKEVIEW DR TO SOMERSET PL

File details come from the government source that posted it. Updated Sep 26, 2025.