WC-1087 Plans.pdf

PDF 13 MB Posted Sep 24, 2025

Attached to: Waterline Replacement
Solicitation number: WC-1087
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Sep 26, 2025

This is a comprehensive water line replacement project document prepared by the City of Oklahoma City Water Utilities Trust for a waterline infrastructure upgrade in Oklahoma City. The project, designated as Project No. WC-1087, involves replacing water lines on SW 51st Street to SW 52nd Street between S Blackwelder Avenue and S Western Avenue. The project includes approximately 3,210 linear feet of trench excavation, installation of various water main components such as 8-inch PVC pipes, gate valves, fire hydrant assemblies, service lines, and associated infrastructure improvements. The estimated quantities cover multiple line items including pipe installation, fittings, valves, meter relocations, and surface restoration work like removing and replacing curbs, driveways, and sidewalks. The project documents are dated September 3, 2025, with design work completed by Olsson, Inc., and the project is to be executed by the Oklahoma City Utilities Department.

The project is funded through the Oklahoma City Water Utilities Trust, with oversight from city leadership including Mayor David Holt and the City Council. The contract includes detailed technical specifications for water main installation, including requirements for pipe bedding, trench preparation, tracer wire installation, and restoration of disturbed surfaces. The project scope involves multiple water lines (A, B, and C) with varying lengths and specific installation details. Contractors will be required to follow strict Oklahoma City standard specifications, including compaction requirements, concrete specifications, and erosion control measures. The project also includes provisions for utility protection, traffic control, and mandatory safety and environmental compliance, with specific attention to maintaining water service throughout construction and minimizing disruption to existing infrastructure and community services.

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Other files

File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Sep 24, 2025
WC-1087 SPECS final.pdf	PDF	Sep 24, 2025
Business Relationship Affidavit.pdf	PDF	Sep 24, 2025

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N N

Q I

ESTIMATED QUANTITIES

ITEM SPEC. DESCRIPTION NO. NO.

1 109 COLOR AUDIONIOEO RECORDING PRE AND POST CONSTRUCTION

2 109 SEDIMENT AND EROSION CONTROL

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

' 225 TYPE 'A' AGGREGATE

5 252 BORE FOR 8-INCH WATER PIPE (EXCLUDING PIPE)

6 501 6-INCH 22.50-DEG BEND

7 501 6-INCH X 6-INCH TEE

8 501 8-INCH X 8-INCH TEE

9 501 8-INCH 90-0EG BENO

10 501 8-!NCH 45-DEG BENO

11 501 8-!NCH 11.25-0EG BENO

12 501 8-INCH X 6-INCH REDUCER

13 503 1-INCH WATER SERVICE UNE (SHORT)

14 503 2-INCH WATER SERVICE LINE (SHORT)

15 503 1-INCH WATER SERVICE LINE (LONG)

16 504 1-INCH METER RELOCATION

17 504 2-INCH METER RELOCATION

18 507 FIRE HYDRANT ASSEMBLY'

19 511 8-INCH GATE VALVE AND BOX

20 511 6-INCH INSERT-A-VALVE

21 511 6-INCH TAPPING VALVE AND BOX

22 511 8-INCH TAPPING VALVE ANO BOX

23 513 HYDROSTATIC TESTING

24 515 6-INCH AWWA C900 PVC (DR-1-4) WATER PIPE

25 515 6-INCH AWWA C900 PVC (OR-14) WATER PIPE

26 518 STEEL CASING BY OPEN TRENCH (8-INCH) EXCLUDING PIPE

27 520 6-INCH X 6-INCH TAPPING SLEEVE

26 520 6-INCH X 6-INCH TAPPING SLEEVE

29 520 16-INCH X 6-INCH TAPPING SLEEVE

30 520 6-INCH SOLID SLEEVE

31 606 GROUTING

32 801 CONSTRUCTION STAKING

33 801 GPS-AS-BUIL T SURVEY

34 802 CONSTR. SIGNING AND TRAFFIC CONTROL

35 809 MOBILIZATION

36 810 CLEARING AND GRUBBING

37 812 REMOVE AND REPLACE CURB AND GUTTER (JOINT TO JOINT)

38 813 REMOVE AND REPLACE DRIVEWAY (CONCRETE)

39 814 PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE)

40 816 REMOVE AND REPLACE SIDEWALK

41 840 SOLID SLAB SODDING

"PAY ITEM NOTES:

1) FIRE HYDRANT ASSEMBLY SHALL INCLUDE FIRE HYDRANT, TEE, 6" PIPE, EXTENSION,

VALVE, AND ALL ASSOCIATED FITTINGS.

UNIT TOTAL AS-BUILT

QUANTITY QUANTITY

LS 1

LF 3210

CY 641

LF 912

EA 1

EA 9

EA 20

EA 2

EA 1

EA 47

EA 1

EA 55

EA 42

EA 1

EA 7

EA 17

EA 1

EA 2

LS 1

LF 10

LF 4112

LF 214

EA 1

CY 13

LS 1

LF 871

SY 235

SY 350

SY 471

SY 1500

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PROJECT NO. WC-1087

WATERLJNE REPLACEMENT

SW 51ST STREET TO SW 52ND STREET

BETWEEN

S BLACKWELDER AVE ANDS WESTERN AVE

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09/03/2025

The City of

OKLAHOMA CITY

DAVID HOLT, Mayor

COUNCIL MEMBERS:

BRADLEY CARTER Ward 1 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 r�v'OJ

OKLAHOMA CITY WATER UTILITIES TRUST

JAMES D. COUCH, Chairman, Independent Truslee SHARON VOORHEES, Independent Trustee BRADLEY CARTER, Council Trustee DAVID HOLT, Mayor Trustee

� Tater MARK K. STONECIPHER, Vice Chairman, Surrogate Trustee CRAIG A FREEMAN, City Manager Trustee BRENT BRYANT, Surrogate Trustee

Utilities Trust 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.02 SW 51ST ST 1 - 2

C.03 - C.05 SW 52ND ST 1 - 3

C.06 S MCKINLEY AVE EXTENSION

C.07 CONNECTION 1 & INSET MAP 'A'

ONE CALL UTILITY LOCATION NUMBER

DIAL811,0R

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.

PREPARED BY

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

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 129905\ PE EXP: 08/31/2025

RECOMMENDED FOR APPROVAL

'-!':_ED MCi.AU(';HLIN/' /' f'"�UTY DIRECTOR OF UTIL11fES - ENGINEERING c._a,<. ��'�""

GENERAL MANAGER

CHRIS BROWNING p /1, 07i::--r� ,-!l"EBi;'l{Mll}-ER, P.E., DIR1'°CTOR 6..41>-' �l�KS / CITY ENGINEER LJ

09/03/2025

DATE

;/$s-- 5!/J/_2.s�

01/o2LztJt,&�

PROJECT NO. WC-1087

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checked by:

drawn by:

drawing no.:

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WC-1087

08.21.2025

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO OKLAHOMA CITY STANDARD SPECIFICATIONS AND DETAILS.

2. WATER AND SEWER TRENCHED AT DRIVEWAYS, SIDEWALK, AND PAVEMENT CUT AND REPAIR LOCATIONS SHALL BE BACKFILLED WITH TYPE A ROCK AGGREGATE PER OKC STANDARD SPECIFICATION 923.01 AND

SPECIAL PROVISIONS, FULL COMPACTION OF 95% STANDARD PROCTOR DENSITY.

3. 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 D-800.

4. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4000 P.S.I. MINIMUM. CONRETE REPAIR REQUIRES EXPANSION MATERIAL AND JOINT SEALANT (FULL PANEL), WITH NO LESS THAN A

90-DEGREE CUT. ALL CONCRETE WORKS SHALL BE DONE JOINT TO JOINT.

5. ASPHALT REPAIR REQUIRES FULL LANE WITH BLACK CONCRETE (SEE OKC DTL D-800-A).

6. CONTRACTOR SHALL PROVIDE ANY AND ALL DEWATERING REQUIRED FOR CONSTRUCTION ACTIVITIES, ALL ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER PAY ITEMS.

7. 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.

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

ADJACENT TO CONSTRUCTION 48 HOURS IN ADVANCE.

9. 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, MAIL BOXES, SIGN POLES, TRAFFIC SIGNAL RELATED STRUCTURES, SPRINKLER SYSTEMS. ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE CITY

OF OKLAHOMA CITY.

10. THE CENTERLINE AS NOTED ON THE PLANS IS THE CENTERLINE OF PAVING, UNLESS OTHERWISE NOTED.

11. CONTRACTOR SHALL FOLLOW ALL OKLAHOMA CITY STANDARDS AND SPECIFICATIONS FOR PUBLICLY FUNDED UTILITY CONSTRUCTION. THE LATEST VERSION OF THESE STANDARDS AND SPECIFICATIONS

CAN BE FOUND AT WWW.OKC.GOV.

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

ADA/PROWAG REQUIREMENTS.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT AND/OR REPAIR OF ALL EXISTING ADA

IMPROVEMENTS

14. SIDEWALK PLACEMENT SHALL COMPLY WITH ALL ADA REGULATIONS AND CITY STANDARD BARRIER FREE

RAMPS SHALL BE INSTALLED AT ALL INTERSECTIONS.

SUMMARY OF WORK

15. THE WORK TO BE PERFORMED INCLUDES ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR THE COMPLETE CONSTRUCTION AND OWNER APPROVAL OF THE UTILITY RELOCATIONS

AS SHOWN IN THE DRAWINGS.

16. 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.

17. 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, MAIL BOXES, AND

APPURTENANCES. THE COST OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED

INCIDENTAL AND INCLUDED IN THE COST OF OTHER ITEMS.

18. THE CONTRACTOR SHALL VIDEO RECORD ALL AREAS POTENTIALLY IMPACTED BY WORK PRIOR TO

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

19. 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 A PRE-WORK CONFERENCE.

20. 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.

21. 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).

EROSION CONTROL

22. A NOTICE OF INTENT (NOI) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHOULD BE

SUBMITTED 30 DAYS PRIOR TO THE INITIAL DISTURBANCE OF SOILS.

23. ALL LAND DISTURBING ACTIVITIES INSIDE OKC LIMITS MUST OBTAIN A LAND DISTURBING ACTIVITY

PERMIT WITH STORM WATER QUALITY MANAGEMENT DIVISION. ADDITIONALLY, CONSTRUCTION

ACTIVITIES THAT RESULT IN LAND DISTURBANCE 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 OBTAIN AUTHORIZATION TO DISCHARGE STORMWATER UNDER THE STATE OF DEPARTMENT OF ENVIRONMENTAL QUALITY OPDES CONSTRUCTION PERMIT OKR10.

24. 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.

25. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO

THE INSPECTOR UPON REQUEST.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION

CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION.

27. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE WATER LINE FLUSHING ACTIVITIES TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL & FEDERAL NPDES PERMIT REQUIREMENTS. WATER LINE FLUSHING TO THE STORM DRAINAGE SYSTEM OR TO WATERS OF THE COMMUNITY IS ALLOWABLE PROVIDED THAT THERE IS NO MEASURABLE AMOUNT OF RESIDUAL CHLORINE (DEFINED AS < 0.1 mg/L)

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS WELL AS

OR BETTER THAN EXISTING CONDITIONS.

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

UNPAVED AREAS.

TRAFFIC CONTROL

30. 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.

31. 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 PRIOR TO ANY ROAD CLOSURE.

32. 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.

33. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESS DURING REGULAR

BUSINESS HOURS FOR EACH ESTABLISHMENT, AND ACCESS TO RESIDENCES AT ALL TIMES.

34. 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.

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

CONFLICT WITH THE PROPOSED WORK.

UTILITIES

36. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE" ONE-CALL SYSTEM PRIOR TO CONSTRUCTION

AND AS NECESSARY THROUGHOUT THE PROJECT.

37. 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.

38. 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.

39. 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.

WATERLINES

40. CONTRACTOR SHALL MAINTAIN WATER SERVICE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL

PHASE CONSTRUCTION OF NEW WATER LINE AND TRANSFER OF SERVICES ACCORDINGLY.

41. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET, UNLESS OTHERWISE NOTED.

42. 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.

43. BACKFILL AND BEDDING MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS. BACKFILL MATERIAL UNDER PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A PER

SPECIAL PROVISIONS.

44. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE OKC LINE MAINTENANCE DIVISION. OPERATION OF VALVES BY CONTRACTORS IS NOT ALLOWED. THE CONTRACTOR

SHALL SUBMIT A SHUTDOWN REQUEST FORM AS INCLUDED IN THE SPECIFICATIONS.

45. EXISTING VALVES, PIPELINES AND STRUCTURES MAY LEAK IN THE CLOSED POSITION. CONTRACTOR

SHALL PROVIDE REASONABLE MEANS AND EQUIPMENT TO CONTROL WATER LEAKING DURING

CONSTRUCTION ACTIVITY.

46. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT, INCIDENTAL TO THE COST OF THOSE PAY ITEMS.

47. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE EXCAVATED AHEAD OF CONSTRUCTION TO

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

48. WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE: ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARY TAKEN OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM AND MUST BE AT LOW DEMAND TIMES BETWEEN 5PM AND 6AM FOR COMMERCIAL AND INDUSTRIAL AREAS AND BETWEEN 10 PM AND 6 AM FOR RESIDENTIAL AREAS, OR AS DETERMINED AND APPROVED BY THE OCWUT GENERAL MANAGER, OR DESIGNEE. NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE PROVIDED

RESULTING FROM A WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE.THE CONTRACTOR IS

REQUIRED TO PROVIDE TEMPORARY WATER TO ANY WATER CUSTOMERS WHEN WATER CANNOT BE

PROVIDED DUE TO THE WATER MAIN BEING TEMPORARILY TAKEN OUT OF SERVICE.

49. ALL WATER LINE ABANDONMENTS SHALL BE CUT AND CAPPED NO LESS THAN 3-FEET FROM THE LOCATION OF THE ABANDONMENT OR AS SHOWN ON THE PLANS. WATER LINES TO BE ABANDONED

UNDERNEATH STREET PAVEMENT SHALL BE GROUTED.

50. REMOVAL OF ANY ABANDONED WATERLINE IS INCIDENTAL TO THE COST OF OTHER ITEMS.

51. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE REMOVAL & DISPOSAL OF TRANSITE PIPE. ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS. CONTRACTOR TO VERIFY THE DOMESTIC LINE IS LEAD FREE AND

NOTIFY THE CITY AND ENGINEER IF LEAD IS FOUND.

52. THE CONTRACTOR SHALL BORE ALL DRIVEWAYS AND OTHER AFFECTED STRUCTURES WHERE POSSIBLE UNLESS OTHERWISE NOTED. IF NECESSARY THE DRIVEWAYS SHALL BE REMOVED AND REPLACED WITH THE REQUIRED TYPE A BACKFILL. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED AND REPLACED FROM THE PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE. ALL COST ASSOCIATED WITH DRIVEWAY BORING OR REPLACEMENT SHALL BE INCLUDED IN THE BORE BID ITEM OR

DRIVEWAY BID ITEM.

53. THE CONTRACTOR SHALL INSTALL ONE STRAND OF NO. 12 GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PVC PIPES, BRING THE TRACER WIRE TO TOP OF GROUND AND ANCHOR AT ALL VALVES, FIRE HYDRANTS, AND OTHER APPURTENANCES THE COST OF WHICH SHALL BE INCLUDED IN OTHER ITEMS.

54. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502 LATEST REVISION.

55. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE FIRE HYDRANT, TEE, 6" WATER LINE, 6" GATE VALVE, EXTENSION AND ALL ASSOCIATED FITTINGS. ALL HYDRANT PARTS SHALL BE OEM.

56. EXISTING HYDRANTS CONFORMING TO AWWA STANDARD C502 LATEST REVISION AND IN GOOD WORKING ORDER SHALL BE REUSED. ALL EXISTING FIRE HYDRANTS THAT ARE GETTING REMOVED SHALL BE COORDINATED WITH LINE MAINTENANCE TO SEE IF THEY ARE TO BE SALVAGED AND DELIVERED TO LINE

MAINTENANCE FACILITY (621N. PENNSYLVANIA AVE.).

57. ALL WATER METERS AND VALVE BOXES SHALL BE INSTALLED OR RELOCATED TO A LOCATION WITHIN

CITY RIGHT-OF-WAY ONLY AND OUTSIDE OF EXISTING OR PROPOSED A.D.A. RAMPS,

DRIVEWAYS,SIDEWALKS AND PAVED SURFACES WHERE FEASIBLE.

58. WHEN AN EXISTING VALVE IS ABANDONED IN A PAVED AREA, THE VALVE BOX IS TO BE FILLED WITH CONCRETE. WHEN AN EXISTING VALVE IS ABANDONED IN A GRASSY AREA, THE BOX IS TO BE PULLED AND THE TOP NUT REMOVED FROM THE VALVE. THE COST OF THIS WORK IS CONSIDERED INCIDENTAL.

59. INSTALLATION OF A STEEL VALVE EXTENSION TO WITHIN 1'-0" OF THE FINISHED GRADE IS REQUIRED.

THE EXTENSION SHALL BE ATTACHED TO THE VALVE NUT PER MANUFACTURER'S RECOMMENDATION.

60. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE WATER SERVICE TO CUSTOMERS.

TEMPORARY WATER SERVICE LINES MUST BE DISINFECTED PRIOR TO USE AND ALL MATERIALS SHALL MEET NSF/ANSI 61 CERTIFICATION FOR POTABLE WATER USE. COST ARE CONSIDERED INCIDENTAL TO

WORK.

61. ANY WATER MAIN THAT IS OPENED AND THE INTERIOR SURFACE OF THE WATER SYSTEM EXPOSED TO THE ENVIRONMENT MUST OBTAIN A BACTERIOLOGICAL TESTING IN ACCORDANCE TO AWWA C651-14.

62. RESTRAINED JOINTS OR CERTA-LOK® SHALL BE REQUIRED ON ALL PIPE JOINTS WITHIN THE AREAS

DIMENSIONED ON THE PLANS OR A MINIMUM OF 30 FEET OF ALL BENDS AND TEES.

63. THE COST OF PERFORMING TAPS SHALL BE INCLUDED WITH THE TAPPING SLEEVE OR SADDLE.

64. ALL STEEL TAPPING SLEEVES MUST HAVE FUSION-BONDED EPOXY COATING AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND BOLTS. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN

COATED NUTS AND BOLTS.

65. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 - FOR 3/4" THROUGH 2" TAPS. SERVICE.

SADDLES SHALL BE MANUFACTURED BY FORD METER BOX COMPANY INC., STYLE 202BS - BRASS SADDLES WITH STAINLESS STEEL DOUBLE BAND NUTS AND BOLTS OR APPROVED EQUAL. ON THIS PROJECT, NO DIRECT TAP WILL BE ALLOWED. ALL TAPS 2" AND SMALLER WILL REQUIRE TAPPING

SADDLES.

66. TAPPING DUCTILE IRON PIPE - FOR 1" THROUGH 2" TAPS, SERVICE SADDLES SHALL BE MANUFACTURED BY FORD METER BOX COMPANY INC. STYLE FC202 WITH STAINLESS STEEL BAND NUTS, BOLTS, AND FUSION BONDED EPOXY COATING, OR APPROVED EQUAL. WHEN TAPPING AN EXISTING DUCTILE IRON PIPE, TAPPING SADDLE WILL BE REQUIRED FOR 2" AND SMALLER TAP, SLEEVES WILL BE REQUIRED FOR TAPS GREATER THAN 2". WHEN TAPPING A PROPOSED DUCTILE IRON PIPE, 1" DIRECT TAPS MAY BE MADE WITHOUT TAPPING SADDLE, NO TAPPING SADDLE WILL BE REQUIRED. TAPS LARGER THAN 1" WILL REQUIRE TAPPING SADDLE. THESE REQUIREMENTS SUPERCEDE THE REQUIREMENTS STATED WITHIN

"THE CITY OF OKLAHOMA CITY SPECIFICATIONS FOR WATER METERS AND WATER SERVICE

INSTALLATION" PAGE 15 ITEM D TAPPING SADDLES.

67. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH NEW TYPE "K" COPPER OR PEX-A FROM PROPOSED WATER MAIN. PEX-A SHALL BE INSTALLED PER OKC STANDARDS ON OKC.GOV. BORED SERVICES WITH PEX-A SHALL REQUIRE A PVC CASING. ALL NEW LONG SERVICE CONNECTIONS SHALL BE

BORED UNDER THE ROADWAY.

68. ALL EXISTING METERS SHALL BE RECONNECTED AT EXISTING LOCATION, UNLESS EXISTING LOCATION IS

OUTSIDE RIGHT-OF-WAY, IN A DRIVEWAY, IN AN ADA RAMP, ON A SIDEWALK OR PAVED

SURFACE,WHEREIN THE METER SHALL BE RELOCATED WHERE FEASIBLE.

69. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL EXISTING WATER METER BOXES THAT ARE TO REMAIN WITHIN A PAVED AREA, OR TO BE RELOCATED TO A PAVED AREA, OR THOSE AREAS CONTAINING DECORATIVE PAVERS WITH AN APPROVED LOAD BEARING WATER METER BOX . LOAD BEARING WATER METER BOXES SHALL BE MANUFACTURED BY CARSON INDUSTRIES LLC., MODELS MSBCF 1730-18XL METER BOX, MSBCF 1118-18XL METER BOX, OR APPROVED EQUAL. LOAD BEARING WATER METER BOX COVERS SHALL BE MANUFACTURED BY EAST JORDAN IRON WORKS INC., MODELS MSCBC1730-R-DD DUCTILE IRON COVER W/FLIP READER LID, MSCBC 1118R-DD DUCTILE IRON COVER

W/FLIP READER LID, OR APPROVED EQUAL.

70. THE CONTRACTOR SHALL NOTIFY OCWUT UPON DISCOVERY OF ANY LEAD WATER SERVICE LINE ON THE

PUBLIC OR PRIVATE SIDE OF THE METER.

LEGEND

FHT

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

SIGN

TELEPHONE RISER

TELEVISION RISER

TRANSFORMER

WATER VALVE

YARD LIGHT

P-OH

P-UG

CATV

CONTOUR LINE

CENTER LINE

PROPERTY LINE

SECTION LINE

EASEMENT LINE

WOOD FENCE

BARBED WIRE FENCE

EXISTING WATER LINE

FORCE MAIN

STORM SEWER LINE

SANITARY SEWER 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

PAVEMENT

TEL

PROPOSED WATER LINE

EXISITING WATER LINE ABANDONMENT

PROPOSED WATER LINE ABANDONMENT

PROPOSED HYDRANT

PROPSED VALVE

SS SS SS

S D

S S

SS SS SS

SSSS

G G G G G G G G G G G G G G G G G

G G

WWW

W W W W W W W W W W

W W

WWWWWW

WWWWWWW

W W

WWWWWW

W W W W W W W

W W

W W W W

W W

W W W W W

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

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E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

R en ew al

D at e:

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

W C

-1

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AJB

MAJ

WC-1087

08.21.2025

LOCATION VICINITY MAP

SW 44TH ST

R4W

R N

SW 59TH ST

SCALE IN FEET

100' 200'50'0'

SW 50TH ST

SW 51ST STSW 51ST ST

SW 52ND ST

SW 53RD ST

S M

S D

O U

S W

R N

LEGEND:

EXISTING HYDRANT

PROPOSED HYDRANT

EXISTING HYDRANT SPACING

(250' RADIUS, RESIDENTIAL)

PROPOSED HYDRANT SPACING

(250' RADIUS, RESIDENTIAL)

EXISTING VALVE (MAIN LINE ONLY)

PROPOSED VALVE (MAIN LINE ONLY)

EXISTING WATER LINE

PROPOSED WATER LINE

EXISTING WATER LINE ABANDONMENT

PROPOSED WATER LINE ABANDONMENT

EXISTING SEWER LINE

EXISTING GAS LINE

PROJECT

LOCATION

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

EXISTING

HYDRANT

EXISTING

HYDRANT

EXISTING

HYDRANT

PROPOSED

HYDRANT

PROPOSED

HYDRANT

PROPOSED

HYDRANT

PROPOSED

HYDRANT

PROPOSED

HYDRANT

PROPOSED

HYDRANT

EXISTING

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

P_GEN01_G2201262.dwg

G.03

WATER LINE A

SEE SHEET C.01

WATER LINE A

SEE SHEET C.02

WATER LINE C

SHEET C.06

WATER LINE B

SEE SHEET C.05

WATER LINE B

SEE SHEET C.04

WATER LINE B

SEE SHEET C.03

EXISTING

HYDRANT

EXISTING

HYDRANT

PROPOSED

VALVE

CONNECTION 1

SEE SHEET C.07

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

HYDRANT

PROPOSED

VALVE

PROPOSED

VALVE

PROPOSED

VALVE

W W

1234567891011121314151617181920212223

1314151617181920212223

123456789101112

CTL /1/2"PINK-CAP

LPPP

YHT

WMWM

36"

WM WM WM WM WM

P-OHP-OHP-OH

P-O H

LPPP

10" 24"

WMWM

30" 30"

WMWM

12"

18"

24"

P-O H

WM GV

P-O H

G G G G

G G G G G G G G G G

P-UG

P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG

CTL /1/2"PINK-CAP

LPPP

YHT

WMWM

36"

WM WM WM WM WM

P-OHP-OHP-OH

P-O H

LPPP

10" 24"

WMWM

30" 30"

WMWM

12"

18"

24"

P-O H

WM GV

P-O H

G G G G

G G G G G G G G G G

P-UG

P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG

W W

W W W

WWWWWWW5'

W W

W W W W W W W W W W W

WM WM

WMWM

1-INCH SLS

STA: 101+31.20

1-INCH SLS

STA: 101+87.22

1-INCH SLS

STA: 102+37.17

1-INCH SLS

STA: 102+83.19

1-INCH SLS

STA: 103+33.21

1-INCH SLS

STA: 103+84.64

1-INCH SLS

STA: 104+32.13

1-INCH SLS

STA: 104+83.93

1-INCH SLS

METER RELOCATION

STA: 105+28.64

1-INCH SLS

STA: 106+70.14

1-INCH SLS

METER RELOCATION

STA: 107+04.59

1-INCH SLS

STA: 107+66.35

1-INCH SLS

STA: 108+20.16

1-INCH SSS

METER RELOCATION

STA: 106+95.22

1-INCH SSS

METER RELOCATION

STA: 107+61.50

1-INCH SSS

METER RELOCATION

STA: 108+17.08

1-INCH SSS

METER RELOCATION

STA: 106+58.83

WWWW100+00

101+00 102+00

103+00 104+00 105+00 106+00 107+00 108+00

WATER LINE A (100+00 - 108+50)

SCALE: H: 1" = 40'

V: 1" = 4'

STA: 100+00.90

DEFLECT=00°37'24"

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 108+50

22'

BORE

13'

BORE 23'

BORE

16'

BORE

+8 1.

.2 5°

H O

. B

+4 6.

.2 5°

H O

. B

+0 7.

+1 2.

+1 6.

+3 4.

+3 7.

+4 2.

STA: 101+81.95

DEFLECT=01°27'07"

STA: 103+03.28

DEFLECT=01°04'54" STA: 103+23.28

DEFLECT=00°07'03"

STA: 106+42.99

DEFLECT=00°28'41"

+6 4.

G B

+3 4.

G E

N D

1 STA: 100+00.00,N=150994.77, E=2105865.10

CONNECT TO EX. 8" WATER LINE

1 - 8"X8" TAPPING SLEEVE

1 - 8" TAPPING VALVE AND BOX

3 STA: 102+46.47,N=151008.64, E=2106110.33

1 - 8" 11.25° HORIZONTAL BEND

STA: 101+81.01,N=150996.09, E=2106046.10

1 - 8" 11.25° HORIZONTAL BEND (ROTATED)

4 STA: 103+07.47,N=151008.69, E=2106171.33

1 - 8" GATE VALVE AND BOX

STA: 103+12.10,N=151008.69, E=2106175.96

CONNECTION 1: SEE SHEET C.07

CONNECT TO EXISITNG WATER LINE

1 - 8"X6" ROTATED TEE

6 STA: 103+16.69,N=151008.71, E=2106180.56

1 - 8" GATE VALVE AND BOX

7 STA: 105+34.59,N=151009.65, E=2106398.46

1 - 8" GATE VALVE AND BOX

8 STA: 106+37.71,N=151010.15, E=2106501.57

S MCKINLEY EXTENSION STA. 303+28.98

(SEE SHEET C.06 FOR CONTINUATION)

1 - 8"X8" TEE

9 STA: 106+42.31,N=151010.17, E=2106506.17

1 - 8" GATE VALVE AND BOX

1S T

P_SIT01_G2201262.dwg

C.01

SW 51 ST ST

S M

E S

M C

1231 1227

1223 1219 1215 1211 1207

1145 1141 1137 1133

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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MAJ

WC-1087

08.21.2025

2" GAS LINE

EX.10"

GAS LINE

EX. 2" GAS LINE

EX. 6" LINE TO

BE ABANDONED

WATER LINE C

SEE SHEET C.06

EX. BURIED

FIBER OPTIC

50' ROW

ATC

LIN

E STATIO

: 108+50.00 SEE SH

EET C

.02

EX. 2" GAS LINE

EX. GRADE

PROTECT EX. POLE AND

GUIDE WIRES IN PLACE

SCALE IN FEET

40' 80'20'0'

1. LOCATION AND DEPTHS OF EXISTING

UTILITIES ARE SHOWN BASED ON

AVAILABLE RECORD INFORMATION.

CONTRACTOR SHALL VERIFY ALL

LOCATION AND DEPTHS OF

CONNECTIONS AND EXISTING UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION.

2. PROTECT EXISTING UTILITY

INFRASTRUCTURE IN PLACE ALONG

PROPOSED ALIGNMENT.

NOTES

SERVICE TABLE

SERVICE TYPE QTY. (EA.)

SINGLE SHORT SERVICE

(1-INCH SSS) 4

SINGLE SHORT SERVICE

(2-INCH SSS) -

SINGLE LONG SERVICE

(1-INCH SLS) 13

METER RELOCATION 6

ALIGNMENT SCHEDULE

PROPOSED 8"

WATER LINE

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

REMOVE AND REPLACE

SIDEWALK - 94 SY

REMOVE AND REPLACE

SIDEWALK - 33 SY

PROTECT EX.

TREE IN PLACE OR

REPLACE IN KIND

PROTECT EX. LIGHT

POLE AND GUIDE

WIRE IN PLACE

CONNECTION 1

SEE SHEET C.07

SEE INSET MAP 'A' (SHEET

C.07) FOR MORE DETAILS AND

QUANTITIES WITHIN THIS AREA

CONNECTION 1

SEE SHEET C.07

EX. 6" FIRE LINE

PIPE TABLE

CONSTRUCTION TYPE (8") QTY. (LF)

OPEN CUT 776

BORING DRIVEWAYS 74

BORING -

CASING PIPE TABLE

CONSTRUCTION TYPE QTY. (LF)

CASING PIPE (BORING) -

CASING PIPE (OPEN CUT) 70

REMOVE AND REPLACE

SIDEWALK - 17 SY

REMOVE AND REPLACE CURB AND

GUTTER - 28 LF

REMOVE AND REPLACE DRIVEWAY

(CONCRETE) - 64 SY

REMOVE AND REPLACE CURB AND

GUTTER - 22 LF

REMOVE AND REPLACE DRIVEWAY

(CONCRETE) - 50 SY

REMOVE AND REPLACE CURB AND

GUTTER - 42 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 49 SY

STEEL ENCASEMENT BY

TRENCHING (8" WATER MAIN) - 70 LF

TYPE 'A' AGGREGATE - 78 CY

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

GROUTING - 2 CY

(FOR PIPE UNDER

STREET)

GROUTING - 1 CY

(FOR PIPE UNDER STREET)

CAUTION!

UNDERGROUND POWER LINES, GAS LINES,

AND UNDERGOUND FIBER &

COMMUNICATIONS LINES ALONG ALIGNMENT.

CONTRACTOR TO USE CAUTION DURING

CONSTRUCTION.

GROUTING - 2 CY

(FOR PIPE UNDER STREET)

REMOVE AND REPLACE

SIDEWALK - 124 SY

REMOVE AND REPLACE

CURB AND GUTTER - 12 LF

TYPE 'A' AGGREGATE - 6 CY

REMOVE AND REPLACE

CURB AND GUTTER - 148 LF

TYPE 'A' AGGREGATE - 71 CY

REMOVE AND REPLACE CURB

AND GUTTER - 264 LF

TYPE 'A' AGGREGATE - 144 CY

131415161718192021222324

MCCANN 030

WMWMWMWM

30"

36"

12"

18"

LTP

WMWM

24"

WMWMWMWM

WMWM

36"

/STOP

WMWMWMWM

WMWM

LTPWMWM

P-O H

SD SD

WMWMWMWMWM

SSSSSSSSSS

G G G G G G G G G G G G

P-UG P-UG P-UG P-UG P-UG

P-U G

WMWMWMWM

30"

36"

12"

18"

LTP

WMWM

24"

WMWMWMWM

WMWM

36"

/STOP

WMWMWMWM

WMWM

LTPWMWM

P-O H

SD SD

WMWMWMWMWM

SSSSSSSSSS

G G G G G G G G G G G G

P-UG P-UG P-UG P-UG P-UG

P-U G

W W W W W W W W W

WM WM

WM WM WM WM

WMWM

WWWW

W W W W

1-INCH SLS

STA: 108+66.22

1-INCH SLS

STA: 109+19.47

1-INCH SLS

STA: 109+70.82

1-INCH SLS

STA: 110+17.06

1-INCH SLS

STA: 110+65.24

1-INCH SLS

STA: 111+19.39

1-INCH SLS

STA: 111+67.01

1-INCH SLS

STA: 112+20.48

1-INCH SLS

STA: 114+18.29

1-INCH SLS

STA: 114+59.92

1-INCH SLS

STA: 115+15.02

1-INCH SLS

STA: 115+76.37

1-INCH SSS

METER RELOCATION

STA: 108+70.08

1-INCH SSS

METER RELOCATION

STA: 109+13.91

1-INCH SSS

METER RELOCATION

STA: 109+68.48

1-INCH SSS

METER RELOCATION

STA: 110+20.33

1-INCH SSS

METER RELOCATION

STA: 110+72.37

1-INCH SSS

METER RELOCATION

STA: 111+15.47

1-INCH SSS

METER RELOCATION

STA: 111+64.20

1-INCH SSS

METER RELOCATION

STA: 112+15.18

1-INCH SSS

METER RELOCATION

STA: 114+23.18

1-INCH SSS

METER RELOCATION

STA: 114+66.88

1-INCH SSS

METER RELOCATION

STA: 115+05.47

1-INCH SSS

METER RELOCATION

STA: 115+66.94

109+00 110+00 111+00 112+00

113+00

114+00 115+00 116+00

WATER LINE A (108+50 - 116+50)

SCALE: H: 1" = 40'

V: 1" = 4'

108+50 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 116+50

12'

BORE20'

BORE

18'

BORE

22'

BORE

24'

BORE

12'

BORE

15'

BORE22'

BORE

19'

BORE

14'

BORE26'

BORE

16'

BORE

STA: 110+27.85

DEFLECT=00°34'47"

STA: 112+36.12

DEFLECT=00°27'17"

STA: 113+84.08

DEFLECT=00°13'01"

STA: 116+04.63

DEFLECT=00°29'49"

STA: 110+26.96

NOZZLE EL=1248.69

+2 2.

+2 6.

+3 7.

+4 5.

+1 0.

+3 8.

° V

+5 6.

° V

+8 3.

+1 4.

+7 5.

+0 4.

+4 1.

+8 0.

+5 1.

+6 3.

G E

N D

2.20'

15 STA: 113+10.75,N=151006.04, E=2107172.23

1 - 8" 90° HORIZONTAL BEND

16 STA: 113+38.87,N=151034.16, E=2107172.23

1 - 8" 45° VERTICAL BEND

17 STA: 113+44.72,N=151040.01, E=2107172.23

1 - 8" 45° VERTICAL BEND

21 STA: 114+14.07,N=151052.52, E=2107229.37

1 - 8" GATE VALVE AND BOX

22 STA: 115+75.42,N=151053.40, E=2107390.72

1 - 8" GATE VALVE AND BOX

18 STA: 113+56.92,N=151052.21, E=2107172.23

1 - 8" 90° HORIZONTAL BEND

20 STA: 113+83.48,N=151052.35, E=2107198.77

1 - 8" 45° VERTICAL BEND

23 STA: 115+80.04,N=151053.43, E=2107395.34

1 - FIRE HYDRANT ASSEMBLY

25 116+41.07,N=151016.54, E=2107415.08

1 - 6" INSERT-A-VALVE

26 STA: 116+41.07,N=151016.54, E=2107419.23

CONNECT TO EXISTING 6" WATER LINE

1 - 6"X6" TAPPING SLEEVE

1 - 6" TAPPING VALVE AND BOX

1 - 8"X6" REDUCER

13 STA: 112+37.09,N=151011.80, E=2107100.94

1 - 8" 45° HORIZONTAL BEND

14 STA: 112+45.29,N=151006.03, E=2107106.78

1 - 8" 45° HORIZONTAL BEND

STA: 113+77.80,N=151052.32, E=2107193.09

1 - 8" 45° VERTICAL BEND19

10 STA: 110+22.31,N=151011.66, E=2106886.17

1 - 8" GATE VALVE AND BOX

11 STA: 110+26.95,N=151011.67, E=2106890.81

1 - FIRE HYDRANT ASSEMBLY

12 STA: 110+51.88,N=151011.68, E=2106915.73

1 - 8" GATE VALVE AND BOX

24 STA: 116+04.04,N=151053.56, E=2107419.34

1 - 8" 90° HORIZONTAL BEND

1S T

P_SIT01_G2201262.dwg

C.02

SW 51 ST ST

S D

O U

E S

D O

U G

11011105 11091113

111711211125

11001104110811121116

1045 1041

1033 1029

1044 1040

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

W C

-1

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M A

Y, O

AJB

MAJ

WC-1087

08.21.2025

EX. 42"

STORM DRAIN

EX. 6" LINE TO

BE ABANDONED

EX. 10"

GAS LINE

50' ROW

ATC

LIN

E STATIO

: 108+50.00 SEE SH

EET C

.01

EX. 12"

SANITARY

SEWER

PROTECT EX.

STORM DRAIN

DURING

CONSTRUCTION

REMOVE EX.

FIRE HYDRANT

PROTECT EX.

SIGNAGE IN PLACE

OR REPLACE IN KIND

PROTECT EX. METER IN

PLACE OR REPLACE IN KIND

CONTRACTOR TO CUT AND

CAP LINE TO BE ABANDONED

EX. 42"

STORM

DRAIN

EX. 42" STORM DRAIN

TYPE 'A' AGGREGATE - 9 CY

EX. UNDERGROUND

POWER

REMOVE AND REPLACE CURB

AND GUTTER - 39 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 17 SY

EX. 12"

SEWER

LINE

PROTECT EX.

LTP IN PLACE

TYPE 'A' AGGREGATE - 28 CY

TYPE 'A'

AGGREGATE - 33 CY

SCALE IN FEET

40' 80'20'0'

1. LOCATION AND DEPTHS OF EXISTING

UTILITIES ARE SHOWN BASED ON

AVAILABLE RECORD INFORMATION.

CONTRACTOR SHALL VERIFY ALL

LOCATION AND DEPTHS OF

CONNECTIONS AND EXISTING UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION.

2. PROTECT EXISTING UTILITY

INFRASTRUCTURE IN PLACE ALONG

PROPOSED ALIGNMENT.

NOTES

SERVICE TABLE

SERVICE TYPE QTY. (EA.)

SINGLE SHORT SERVICE

(1-INCH SSS) 12

SINGLE SHORT SERVICE

(2-INCH SSS) -

SINGLE LONG SERVICE

(1-INCH SLS) 12

METER RELOCATION 12

ALIGNMENT SCHEDULE

PIPE TABLE

CONSTRUCTION TYPE (8") QTY. (LF)

OPEN CUT 572

BORING DRIVEWAYS 220

BORING -

CASING PIPE TABLE

CONSTRUCTION TYPE QTY. (LF)

CASING PIPE (BORING) -

CASING PIPE (OPEN CUT) 41

25 26

REMOVE AND REPLACE CURB

AND GUTTER - 30 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 21 SY

REMOVE AND REPLACE CURB AND

GUTTER - 30 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 32 SY

STEEL ENCASEMENT BY

TRENCHING (8" WATER MAIN) - 41 LF

17 18 19

10 11

10.5'

4.65'

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

PROTECT EX.

TREE IN PLACE OR

REPLACE IN KIND

PROTECT EX.

TREE IN PLACE

OR REPLACE

IN KIND

REMOVE AND REPLACE

SIDEWALK - 6 SY

GROUTING - 2 CY

(FOR PIPE UNDER

STREET)

EX. GRADE

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

EX. 6"

WATER LINE

EX. 10"

GAS LINE

6.4'

CAUTION!

UNDERGROUND POWER LINES, GAS LINES,

AND UNDERGOUND FIBER &

COMMUNICATIONS LINES ALONG ALIGNMENT.

CONTRACTOR TO USE CAUTION DURING

CONSTRUCTION.

PROTECT EX.

LTP IN PLACE

TYPE 'A'

AGGREGATE - 25 CY

123456789101112131415161718192021222324

RAYS 005

/ STOP LIGHT AHEAD

/ 25 MPHWM

WMWMWMWMWM

WMWM WM

6''

12"

10''

WM/ YIELD

WMWM

WMWMWMWM/ YIELDWMWM

P-O H

P-OH

P-O H

/ STOP LIGHT AHEAD

/ 25 MPHWM

WMWMWMWMWM

WMWM WM

6''

12"

10''

WM/ YIELD

WMWM

WMWMWMWM/ YIELDWMWM

P-O H

P-OH

P-O H

W W

FOFO

WWWW

WWW

WMWMWMWMWMWM

WMWM

W W W W

WWWW

W W

1-INCH SSS

METER RELOCATION

STA: 101+99.18

1-INCH SSS

METER RELOCATION

STA: 102+53.98

1-INCH SLS

STA: 102+49.24

1-INCH SLS

STA: 102+85.94

1-INCH SSS

METER RELOCATION

STA: 103+07.47

1-INCH SLS

STA: 103+47.19

1-INCH SSS

METER RELOCATION

STA: 103+50.60

1-INCH SLS

STA: 103+85.57

1-INCH SSS

METER RELOCATION

STA: 104+02.52

1-INCH SLS

STA: 104+51.77

1-INCH SSS

METER RELOCATION

STA: 104+55.56

1-INCH SLS

STA: 104+87.40

1-INCH SSS

METER RELOCATION

STA: 105+01.23

1-INCH SSS

METER RELOCATION

STA: 105+49.62

1-INCH SLS

STA: 105+53.18

1-INCH SSS

METER RELOCATION

STA: 106+01.29

1-INCH SSS

METER RELOCATION

STA: 106+46.42

1-INCH SLS

STA: 106+50.85

1-INCH SLS

STA: 107+71.51

1-INCH SSS

METER RELOCATION

STA: 108+15.72

1-INCH SLS

STA: 108+40.48

1-INCH SSS

METER RELOCATION

STA: 108+53.89

2-INCH SSS

METER RELOCATION

STA: 101+34.26

1-INCH SSS

METER RELOCATION

STA: 107+65.85

WWWM

100+00

101+00

102+00

103+00104+00

105+00

106+00107+00108+00

WATER LINE B (100+00 - 108+50)

SCALE: H: 1" = 40'

V: 1" = 4'

100+00101+00102+00103+00104+00105+00106+00107+00108+00108+50

20'

BORE

20'

BORE

23'

BORE

21'

BORE

29'

BORE

19'

BORE

12'

BORE

12'

BORE 28'

BORE

19'

BORE

13'

BORE

12'

BORE

+0 5.

+8 7.

+8 1.

° H O

. B

+3 9.

° H O

. B

+4 9.

° H O

. B

° H

O R

. B

+1 5.

° H O

. B

+6 2.

+8 6.

+9 3.

+5 9.

+8 1.

° H O

. B

STA: 100+24.60

DEFLECT=01°05'28"

STA: 101+38.94

DEFLECT=02°09'12"

STA: 103+81.93

DEFLECT=01°00'00"

STA: 103+61.93

DEFLECT=00°45'00"

STA: 104+94.11

DEFLECT=00°21'41"

STA: 104+86.29

NOZZLE EL=1244.39

1 STA: 100+00.00,N=150621.69, E=2108480.76

CONNECT TO EXISTING 16" WATER LINE

1 - 16"X8" TAPPING SLEEVE

1 - 8" TAPPING VALVE AND BOX

2 STA: 100+05.68,N=150621.69, E=2108475.90

1 - 8" 45° HORIZONTAL BEND

3 STA: 100+15.98,N=150628.98, E=2108468.62

1 - 8" 45° HORIZONTAL BEND

4 STA: 100+49.18,N=150654.78, E=2108450.80

1 - 8" 45° HORIZONTAL BEND

STA: 100+24.00,N=150636.99, E=2108468.62

1 - 8" 45° HORIZONTAL BEND (ROTATED)

6 STA: 101+39.83,N=150654.11, E=2108360.15

1 - 8" 90° HORIZONTAL BEND

7 STA: 101+81.98,N=150696.24, E=2108360.21

1 - 8" 90° HORIZONTAL BEND

8 STA: 101+87.13,N=150696.19, E=2108355.04

1 - 8" GATE VALVE AND BOX

9 STA: 104+62.60,N=150693.77, E=2108079.58

1 - 8" GATE VALVE AND BOX

10 STA: 104+86.29,N=150693.57, E=2108055.90

1 - FIRE HYDRANT ASSEMBLY

W W

SDSD

HOLE IN ROAD

POSSIBLE VALVE

SDSD

HOLE IN ROAD

POSSIBLE VALVE

W W

FO FO

100+00

11 STA: 104+93.42,N=150693.50, E=2108048.76

1 - 8" GATE VALVE AND BOX

12 STA: 107+59.88,N=150691.54, E=2107782.31

1 - 8" GATE VALVE AND BOX

2N D

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SHEET

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drawn by:

drawing no.:

QA/QC by:

date:

w w w .o ls so n.

co m

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E xt

, S ui te

O kl ah om a

C ity

, O K

#C A2

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-2

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

W C

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Y, O

AJB

MAJ

WC-1087

08.21.2025

EX. 36"

STORM

DRAIN

EX. 6" LINE TO

BE ABANDONED

EX. 16" WATER

LINE

EX. BURIED

FIBER OPTIC

50' ROW

ATC

LIN

E STATIO

: 108+50.00 SEE SH

EET C

.04

11REMOVE EX.

FIRE HYDRANT

EX. 36" STORM

DRAIN

EX. 16"

WATER LINE

EX. BURIED

FIBER OPTIC

PROPOSED 8"

WATER LINE

INSET MAP 'B'

INSET MAP SCALE: 1" = 10'

REMOVE AND REPLACE CURB

AND GUTTER - 10 LF

REMOVE AND REPLACE

DRIVEWAY (CONCRETE) - 1 SY

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE) - 12 SY

REMOVE AND REPLACE

SIDEWALK - 8 SY

REMOVE AND REPLACE

SIDEWALK - 3 SY

7 INSET MAP 'B'

(THIS SHEET FOR

MORE DETAIL

EX. UNDERGROUND

FIBER OPTIC

EX. 6" WATER LINE

PROTECT EX.

LTP AND ELEC.

BOX IN PLACE

TYPE 'A'

AGGREGATE - 5 CY

91011

SCALE IN FEET

40' 80'20'0'

1. LOCATION AND DEPTHS OF EXISTING

UTILITIES ARE SHOWN BASED ON

AVAILABLE RECORD INFORMATION.

CONTRACTOR SHALL VERIFY ALL

LOCATION AND DEPTHS OF

CONNECTIONS AND EXISTING UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION.

2. PROTECT EXISTING UTILITY

INFRASTRUCTURE IN PLACE ALONG

PROPOSED ALIGNMENT.

NOTES

SERVICE TABLE

SERVICE TYPE QTY. (EA.)

SINGLE SHORT SERVICE

(1-INCH SSS) 13

SINGLE SHORT SERVICE

(2-INCH SSS) 1

SINGLE LONG SERVICE

(1-INCH SLS) 10

METER RELOCATION 14

ALIGNMENT SCHEDULE

PIPE TABLE

CONSTRUCTION TYPE (8") QTY. (LF)

OPEN CUT 622

BORING DRIVEWAYS 228

BORING -

CASING PIPE TABLE

CONSTRUCTION TYPE QTY. (LF)

CASING PIPE (BORING) -

CASING PIPE (OPEN CUT) 40

TYPE 'A' AGGREGATE - 30 CY

REMOVE AND REPLACE CURB

AND GUTTER - 26 LF

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE) - 17 SY

REMOVE AND REPLACE CURB AND

GUTTER - 16 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 30 SY

STEEL ENCASEMENT BY

TRENCHING (8" WATER MAIN) - 40 LF

TYPE 'A' AGGREGATE - 60 CY

EX. GRADE

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

PROTECT EX ADA

IMPROVEMENTS IN

PLACE OR REPLACE

IN KIND

PROTECT EX

ADA

IMPROVEMENTS

IN PLACE OR

REPLACE IN KIND

GROUTING - 2 CY

(FOR PIPE

UNDER STREET)

CAUTION!

UNDERGROUND POWER LINES, GAS LINES, AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR TO

USE CAUTION DURING CONSTRUCTION.

REMOVE AND REPLACE CURB

AND GUTTER - 36 LF

REMOVE AND REPLACE

DRIVEWAY (CONCRETE) - 89 SY

PROTECT

EX. TREEPROTECT

EX. TREE

12345

WMWM

24" PECAN

WMWM

LTP

WMWMWMWMWM

WMWM

6" "

12" 12"

18" 8" 8" 8"

LTP

/ STOP

P-O H

SD SD SD

LPPP

10"BU

P-O H

WMWM

24" PECAN

WMWM

LTP

WMWMWMWMWM

WMWM

6" "

12" 12"

18" 8" 8" 8"

LTP

/ STOP

P-O H

SD SD SD

LPPP

10"BU

P-O H

FOFO

WWW

WWWW

WM WM

WWWW WMWM

WM WWW

1-INCH SLS

STA: 109+10.30

1-INCH SSS

METER RELOCATION

STA: 109+53.94

1-INCH SLS

STA: 109+58.54

1-INCH SLS

STA: 110+07.66

1-INCH SLS

STA: 111+08.17

1-INCH SSS

METER RELOCATION

STA: 110+62.33

1-INCH SSS

METER RELOCATION

STA: 111+65.01

1-INCH SSS

STA: 111+50.13

1-INCH SSS

METER RELOCATION

STA: 112+03.67

1-INCH SLS

STA: 112+02.42

1-INCH SSS

METER RELOCATION

STA: 112+49

1-INCH SLS

STA: 112+53.73

1-INCH SLS

STA: 112+94.24

1-INCH SSS

METER RELOCATION

STA: 113+00.37

1-INCH SLS

STA: 114+19.64

1-INCH SSS

STA: 114+25.11

1-INCH SLS

STA: 115+43.61

1-INCH SSS

METER RELOCATION

STA: 115+46.04

1-INCH SSS

STA: 115+87.56

1-INCH SLS

STA: 115+97.18

1-INCH SSS

METER RELOCATION

STA: 116+34.67

109+00 110+00

112+00113+00

114+00 115+00116+00

WATER LINE B (108+50 - 116+50)

SCALE: H: 1" = 40'

V: 1" = 4'

108+50109+00110+00111+00112+00113+00114+00115+00116+00116+50

19'

BORE

16'

BORE 21'

BORE

17'

BORE 22'

BORE

17'

BORE 19'

BORE

19'

BORE

16'

BORE 24'

BORE

2.00'

2' MIN.

STA: 109+94.97

NOZZLE EL=1242.08

STA: 109+94.08

DEFLECT=00°42'10"

STA: 110+67.15

DEFLECT=00°38'34"

STA: 111+61.72

DEFLECT=01°00'13"

STA: 115+14.98

NOZZLE EL=1247.76

+9 4.

+6 7.

° H O

. B

+9 3.

° V

+9 4.

° V

+1 0.

° H O

. B

+3 2.

° V

+3 6.

° V

+5 6.

° V

+6 1.

° V

+3 9.

+4 4.

° H O

. B

+8 1.

° H O

. B

+1 4.

+1 9.

+0 1.

14 STA: 110+01.22,N=150689.84, E=2107540.97

1 - 8" GATE VALVE AND BOX

15 STA: 110+67.73,N=150689.46, E=2107474.47

1 - 8" 90° HORIZONTAL BEND

16 STA: 110+93.20,N=150663.98, E=2107474.46

1 - 8" 45° VERTICAL BEND

17 STA: 110+94.88,N=150662.31, E=2107474.46

1 - 8" 45° VERTICAL BEND

18 STA: 111+10.56,N=150646.63, E=2107474.46

1 - 8" 90° HORIZONTAL BEND

19 STA: 111+32.23,N=150646.48, E=2107452.80

1 - 8" 45° VERTICAL BEND

20 STA: 111+36.68,N=150646.45, E=2107448.34

1 - 8" 45° VERTICAL BEND

21 STA: 111+56.12,N=150646.32, E=2107428.90

1 - 8" 45° VERTICAL BEND

22 STA: 111+61.12,N=150646.29, E=2107423.91

1 - 8" 45° VERTICAL BEND

23 STA: 113+39.77,N=150645.08, E=2107245.26

1 - 8" GATE VALVE AND BOX

24 STA: 113+44.89,N=150645.04, E=2107240.14

1 - 8" 90° HORIZONTAL BEND

25 STA: 113+81.70,N=150681.85, E=2107240.13

1 - 8" 90° HORIZONTAL BEND 13 STA: 109+94.97,N=150689.88, E=2107547.22

1 - FIRE HYDRANT ASSEMBLY

26 STA: 115+14.98,N=150681.72, E=2107106.85

1 - FIRE HYDRANT ASSEMBLY

27 STA: 115+19.61,N=150681.70, E=2107102.22

1 - 8" GATE VALVE AND BOX

2N D

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date:

w w w .o ls so n.

co m

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MAJ

WC-1087

08.21.2025

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

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

W C

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Y, O

AJB

MAJ

WC-1087

08.21.2025

EX. 48" STORM DRAIN

EX. 6" LINE

TO BE

ABANDONED

EX. 12" SANITARY

SEWER

PROTECT EX LIGHT

POLE IN PLACE

50' ROW

ATC

LIN

E STATIO

: 116+50.00 SEE SH

EET C

.05

ATC

LIN

E STATIO

: 108+50.00 SEE SH

EET C

.03

EX. 12"

SANITARY

SEWER

EX. 48" STORM DRAIN

REMOVE AND REPLACE CURB AND

GUTTER - 46 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 79 SY

STEEL ENCASEMENT BY TRENCHING

(8" WATER MAIN) - 63 LF

REMOVE AND REPLACE CURB

AND GUTTER - 30 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 20 SY

REMOVE AND REPLACE CURB

AND GUTTER - 32 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 19 SY

REMOVE AND

REPLACE SIDEWALK

- 7 SY

REMOVE AND

REPLACE DRIVEWAY

(CONCRETE) - 22 SY

SCALE IN FEET

40' 80'20'0'

1. LOCATION AND DEPTHS OF EXISTING

UTILITIES ARE SHOWN BASED ON

AVAILABLE RECORD INFORMATION.

CONTRACTOR SHALL VERIFY ALL

LOCATION AND DEPTHS OF

CONNECTIONS AND EXISTING UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION.

2. PROTECT EXISTING UTILITY

INFRASTRUCTURE IN PLACE ALONG

PROPOSED ALIGNMENT.

NOTES

SERVICE TABLE

SERVICE TYPE QTY. (EA.)

SINGLE SHORT SERVICE

(1-INCH SSS) 11

SINGLE SHORT SERVICE

(2-INCH SSS) -

SINGLE LONG SERVICE

(1-INCH SLS) 10

METER RELOCATION 8

ALIGNMENT SCHEDULE

PIPE TABLE

CONSTRUCTION TYPE (8") QTY. (LF)

OPEN CUT 610

BORING DRIVEWAYS 190

BORING -

CASING PIPE TABLE

CONSTRUCTION TYPE QTY. (LF)

CASING PIPE (BORING) -

CASING PIPE (OPEN CUT) 63

TYPE 'A'

AGGREGATE - 33 CY

TYPE 'A'

AGGREGATE - 33 CY

TYPE 'A' AGGREGATE - 8 CY

EX. 6"

WATER LINE

EX. 6" WATER

LINE

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

GROUTING - 2 CY

(FOR PIPE UNDER

STREET)

EX. GRADE

CAUTION!

UNDERGROUND POWER LINES, GAS LINES,

AND UNDERGOUND FIBER &

COMMUNICATIONS LINES ALONG ALIGNMENT.

CONTRACTOR TO USE CAUTION DURING

CONSTRUCTION.

TYPE 'A'

AGGREGATE - 72 CY

56789101112131415161718192021222324

WMWMWM

48"

WMWM

36"

WM/ STREET NAME

48"

42"

FOV

10" 10"10"

FOV

48"

WM WMWM

18"

WMWMWMWM

EVWM

P-O H

15"

18"

WMWMWM

48"

WMWM

36"

WM/ STREET NAME

48"

42"

FOV

10" 10"10"

FOV

48"

WM WMWM

18"

WMWMWMWM

EVWM

P-O H

15"

18"

FOFOFOFOFOFO

W W

WWWWWWWWW

WWWWWW

WMWMWM

1-INCH SLS

STA: 116+52.47

1-INCH SLS

STA: 117+06.13

1-INCH SLS

STA: 117+55.24

1-INCH SLS

STA: 118+00.54

1-INCH SLS

STA: 118+66.04

1-INCH SLS

STA: 119+22.85

1-INCH SLS

STA: 119+75.70

1-INCH SLS

STA: 120+35.19

1-INCH SLS

STA: 120+85.14

1-INCH SLS

STA: 121+21.75

1-INCH SSS

STA: 120+89.50

1-INCH SSS

STA: 120+31.55

1-INCH SSS

METER RELOCATION

STA: 119+92.65

1-INCH SSS

STA: 119+32.39

1-INCH SSS

METER RELOCATION

STA: 118+43.38

1-INCH SSS

STA: 117+93.59

1-INCH SSS

METER RELOCATION

STA: 117+32.37

117+00118+00119+00120+00121+00

WATER LINE B (116+50 - 121+75)

SCALE: H: 1" = 40'

V: 1" = 4'

116+50117+00118+00119+00120+00121+00121+75

21'

BORE

15'

BORE

14'

BORE

19'

BORE

13'

BORE

16'

BORE

15'

BORE

15'

BORE

29'

BORE

STA: 119+77.32

DEFLECT=01°16'03"

+5 4.

+7 6.

+2 6.

° V

+4 1.

° V

STA: 119+76.43

NOZZLE EL=1257.59

28 STA: 119+54.30,N=150679.37, E=2106667.54

1 - 8" GATE VALVE AND BOX

29 STA: 119+76.43,N=150679.25, E=2106645.40

1 - FIRE HYDRANT ASSEMBLY

30 STA: 121+26.37,N=150678.42, E=2106495.47

1 - 8" 45° HORIZONTAL BEND

STA: 121+41.66,N=150689.17, E=2106484.58

WATER LINE C STA. 100+00.00

1 - 8" 45° HORIZONTAL BEND

2N D

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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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D at e:

-2

O kl ah om a

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

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AJB

MAJ

WC-1087

08.21.2025

EX. 12" SANITARY

SEWER

EX. 6" LINE TO

BE ABANDONED

EX. 2" GAS LINE

EX. BURIED

FIBER OPTIC

50' ROW

ATC

LIN

E STATIO

: 116+50.00 SEE SH

EET C

.04

EX. GRADE

REMOVE EX.

FIRE HYDRANT

WATER LINE C

SEE SHEET C.06

MATCHLINE STATION: 100+00.00

SEE SHEET C.06

REMOVE AND

REPLACE SIGNAGE

1012 1008

REMOVE AND REPLACE CURB

AND GUTTER - 18 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 16 SY

SCALE IN FEET

40' 80'20'0'

1. LOCATION AND DEPTHS OF EXISTING

UTILITIES ARE SHOWN BASED ON

AVAILABLE RECORD INFORMATION.

CONTRACTOR SHALL VERIFY ALL

LOCATION AND DEPTHS OF

CONNECTIONS AND EXISTING UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION.

2. PROTECT EXISTING UTILITY

INFRASTRUCTURE IN PLACE ALONG

PROPOSED ALIGNMENT.

NOTES

SERVICE TABLE

SERVICE TYPE QTY. (EA.)

SINGLE SHORT SERVICE

(1-INCH SSS) 7

SINGLE SHORT SERVICE

(2-INCH SSS) -

SINGLE LONG SERVICE

(1-INCH SLS) 10

METER RELOCATION 3

ALIGNMENT SCHEDULE

PIPE TABLE

CONSTRUCTION TYPE (8") QTY. (LF)

OPEN CUT 335

BORING DRIVEWAYS 157

BORING -

CASING PIPE TABLE

CONSTRUCTION TYPE QTY. (LF)

CASING PIPE (BORING) -

CASING PIPE (OPEN CUT) -

CUT AND CAP EX.

6" WATER LINE

CAUTION!

UNDERGROUND POWER LINES, GAS LINES,

AND UNDERGOUND FIBER &

COMMUNICATIONS LINES ALONG ALIGNMENT.

CONTRACTOR TO USE CAUTION DURING

CONSTRUCTION.

TC EE

STOP DO NOT ENTER

N O

P A

R K

A T

A N

Y T

W M

/ S

E E

T N

A M

" 10

W M

P-O H

P-OH P-OH

W M

SS SS SS SS SS SS

W M

G V

P-OHP-OH

G G

G G G

P-U G

TC EE

STOP DO NOT ENTER

N O

P A

R K

A T

A N

Y T

W M

/ S

E E

T N

A M

" 10

W M

P-O H

P-OH P-OH

W M

SS SS SS SS SS SS

W M

G V

P-OHP-OH

G G

G G G

P-U G

P-…

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