WC-1100_FINAL - PLANS.pdf

PDF 2 MB Posted May 21, 2025

Attached to: Waterline Replacement
Solicitation number: OCWUT WC-1100
Issued by: Oklahoma County, Oklahoma City, Oklahoma

About this file

Written by GovTribe AI · May 22, 2025

This document is a comprehensive set of engineering plans for a Waterline Replacement Project (Project No. WC-1100) for the City of Oklahoma City and Oklahoma City Water Utilities Trust. The project involves replacing water infrastructure in two primary locations: 1) NW 126th Street to NW 122nd Street along Dorset Drive, and 2) Pawnee Drive to North Western Avenue along West Memorial Road. The project includes installing approximately 3,860 linear feet of water pipeline (6-inch, 8-inch, and 12-inch pipes), with 7 fire hydrant assemblies, multiple gate valves, service line connections, and associated infrastructure improvements. The plans detail precise engineering specifications, utility crossings, horizontal and vertical bends, and connection points, with a project completion date of 04/23/2025.

The project is funded through the City of Oklahoma City's Capital Improvement Program within the Utilities Department. Prequalification requirements specify that contractors must be a Water Pipeline Contractor "C" classification. The plans include detailed quantitative summaries showing extensive infrastructure work, such as trench excavation, bore installations, steel casing, valve installations, and pavement/curb repairs. The project involves careful coordination with existing utilities, including fiber optic, underground power, and telecommunications lines, with specific notes about protecting and maintaining existing infrastructure during construction. Contractors are required to follow Oklahoma City standard specifications, obtain necessary permits, and comply with erosion control and traffic management regulations.

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Business Relationship Affidavit.pdf	PDF	May 21, 2025
Anti Noncollusion Affidavit.pdf	PDF	May 21, 2025
WC-1100_FINAL - SPECS.pdf	PDF	May 21, 2025

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PROJECT NO. WC-1100

WATERLINE REPLACEMENT

PROJECT LOCATION 1 - NW 126TH STREET TO NW 122ND STREET ALONG DORSET DRIVE PROJECT

LOCA T/ON 2 - PAWNEE DRIVE TO NORTH WESTERN AVENEUE ALONG WEST MEMORIAL ROAD

04/23/2025

The City of

OKLAHOMA CITY

Ward 1

Ward 2 Ward 3

Ward 4

Ward 5 Ward 6

Ward 7 Ward 8

City Manager

City Engineer

Oklahoma City OKLAHOMA CITY WATER UTILITIES TRUST

JAMES D. COUCH. Chairman, Independent Trustee SHARON VOORHEES, Independent Trustee ater

Utilities Trust

TODD STONE, Council Trustee DAVID HOLT. Mayor Trustee MARK K. STONECIPHER, Vice Chairman, Surrogate Trustee CRAIG A. FREEMAN, City Manager Trustee LAURA A. JOHNSON, Surrogate Trustee CHRIS BROWNING, General Manage, AMY K. SIMPSON, Secretary

SHEET INDEX

SHEET NO. DESCRIPTION

COVER SHEET

G.01 GENERAL NOTES

G.02 SUMMARY OF QUANTITIES

G.03 FIRE COVERAGE AND VALVE MAP· DORSET

G.04 FIRE COVERAGE AND VALVE MAP- MEMORIAL

C.01 • C.02 Pl.AN ANO PROF ILE • DORSET DR c.o3- c.oa Pl.AN ANO PROflLE • W MEMORIAL RD

ONE CALL UTILITY LOCATION NUMBER

DIAL811, OR

1-800-522-6543

THIS NUM8ER IS TO SE USED FOR INFORMATION ON

THE LOCATION OF ALL UNDERGROUND UTILITIES.

CONT ACT THIS NUMBER ANO OTHER NUMBERS

SPECIFIED IN THE PLANS PRIOR TO ANY EXCAVATION.

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

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MA TT HEW JESSOP. P.E.

OLSSON. INC. (CA #2483A)

11600 6ROAOWAY EXTENSION STE 300

OKLAHOMA CITY, OK 73114

(405) 242-6600, FAX (405) 242-9601

OK (29905) PE EXP: 08/31/2025

RECOMMENDED FOR APPROVAL

CAPITAL IMPROVEMENT PROGRAM • UTILITIES DEPAR™ENT

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I CITY ENGINEER

04123/2025

DATE

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DATE

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04.21.2025

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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

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. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE(1) ACRE, OR LESS THAN ONE(1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE MUST ALSO OBTAIN A PERMIT FROM ODEQ (FORM 605-002A) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS

MEANS THAT LAND DISTURBING OF

ONE (1) ACRE OR MORE MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY, STORM WATER

QUALITY.

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 FLUSHING WATERLINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL

N.P.D.E.S. PERMIT REQUIREMENTS.

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

OR BETTER THAN EXISTING CONDITIONS.

TRAFFIC CONTROL

29. 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.

30. 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.

31. 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.

32. 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.

33. 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.

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

CONFLICT WITH THE PROPOSED WORK.

UTILITIES

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

AND AS NECESSARY THROUGHOUT THE PROJECT.

36. 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.

37. 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.

38. 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

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

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

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

41. 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.

42. 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.

43. 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.

44. 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.

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

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

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

47. 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.

48. 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.

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

50. 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.

51. 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.

52. 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.

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

54. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE 1 FIRE HYDRANT, 1-12" EXTENSION, 3 LF OF 6" WATER LINE, AND ALL ASSOCIATED FITTINGS.ALL HYDRANT PARTS SHALL BE OEM. PAYMENT DOES NOT INCLUDE

A 6" GATE VALVE.

55. 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.).

56. 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.

57. 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.

58. 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.

59. 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.

60. 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.

61. 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.

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

63. 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.

64. 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.

65. 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.

66. 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.

67. 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.

68. 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.

69. 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

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

Y O

F Q

P_GEN01_E2201262.dwg

G.02

SUMMARY OF PAY QUANTITIES: WC - 1100

ITEM SECTION DESCRIPTION UNIT QUANTITY AS-BUILT

1 109 COLOR AUDIO/VIDEO RECORDING PRE AND POST CONSTRUCTION LS 1

2 109 SEDIMENT AND EROSION CONTROL LS 1

3 212 TRENCH EXCAVATION & BACKFILL - 0' TO 10' LF 3742

4 225 TYPE 'A' AGGREGATE CY 233

5 252 BORE FOR 8-INCH WATER PIPE (EXCLUDING PIPE) LF 118

6 252 STEEL CASING BY BORE (8-INCH CARRIER) (EXCLUDING PIPE) LF 51

7 501 8-INCH X 6-INCH TEE EA 3

8 501 8-INCH X 8-INCH TEE EA 1

9 501 8-INCH 90-DEG BEND EA 3

10 501 8-INCH 45-DEG BEND EA 7

11 501 8-INCH 11.25-DEG BEND EA 1

12 501 12-INCH X 8-INCH TEE EA 3

13 501 12-INCH X 12-INCH TEE EA 1

14 501 12-INCH 90-DEG BEND EA 1

15 501 12-INCH 45-DEG BEND EA 10

16 501 12-INCH X 8-INCH REDUCER EA 1

17 503 WATER SERVICE LINE (SHORT) EA 10

18 503 WATER SERVICE LINE (LONG) EA 11

19 504 METER RELOCATION EA 1

20 507 FIRE HYDRANT ASSEMBLY EA 7

21 511 6-INCH GATE VALVE AND BOX EA 7

22 511 8-INCH GATE VALVE AND BOX EA 8

23 511 12-INCH GATE VALVE AND BOX EA 6

24 511 8-INCH INSERT-A-VALVE EA 1

25 511 12-INCH INSERT-A-VALVE EA 1

26 511 8-INCH TAPPING VALVE AND BOX EA 1

27 511 12-INCH TAPPING VALVE AND BOX EA 1

28 513 HYDROSTATIC TESTING LS 1

29 515 6-INCH AWWA C900 PVC (DR-14) WATER PIPE LF 96

30 515 8-INCH AWWA C900 PVC (DR-14) WATER PIPE LF 1609

31 515 12-INCH AWWA C900 PVC (DR-14) WATER PIPE LF 2155

32 518 STEEL CASING BY OPEN TRENCH (6-INCH) - EXCLUDING PIPE LF 64

33 518 STEEL CASING BY OPEN TRENCH (8-INCH) - EXCLUDING PIPE LF 61

34 518 STEEL CASING BY OPEN TRENCH (12-INCH) - EXCLUDING PIPE LF 46

35 520 12-INCH X 8-INCH TAPPING SLEEVE EA 1

36 520 12-INCH X 12-INCH TAPPING SLEEVE EA 1

37 520 6-INCH SOLID SLEEVE EA 1

38 520 8-INCH SOLID SLEEVE EA 2

39 520 8-INCH WET CONNECT EA 1

40 520 12-INCH WET CONNECT EA 1

41 801 CONSTRUCTION STAKING LS 1

42 802 CONSTR. SIGNING AND TRAFFIC CONTROL LS 1

43 809 MOBILIZATION LS 1

44 810 CLEARING AND GRUBBING LS 1

45 812 REMOVE AND REPLACE CURB AND GUTTER (JOINT TO JOINT) LF 496

46 813 REMOVE AND REPLACE DRIVEWAY (CONCRETE) SY 452

47 814 PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) SY 294

48 816 REMOVE AND REPLACE SIDEWALK SY 73

49 840 SOLID SLAB SODDING SY 1400

50 801 GPS-AS-BUILT SURVEY LS 1

51 SPEC CLOSED-CELL FOAM FILL CY 1

PAY ITEM NOTES:

1) FOR ITEM NO. 51, CLOSED-CELL FOAM,

CONTRACTOR TO SUBMIT ON MATERIALS

AND CONSTRUCTION APPLICATION PROCESS

FOR APPROVAL.

W W W W W W

W WW

W W

SS SS

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

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

E C

D V

O R

P_GEN04_E2201262.dwg

G.03

SCALE IN FEET

100' 200'50'0'

LOCATION VICINITY MAP

N . M

W MEMORIAL RD

R3W

D O

R S

E T

D R

NW 122ND ST

O R

D D

NW 126TH ST

NW 125TH ST

G R

E Y

N E

A V

N . P

NW 122ND ST

R3W

LEGEND:

EXISTING HYDRANT

PROPOSED HYDRANT

EXISTING HYDRANT SPACING

(200' RADIUS, COMMERCIAL/MULTI-FAMILY)

PROPOSED HYDRANT SPACING

(200' RADIUS, COMMERCIAL/MULTI-FAMILY)

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

EX. 12" WATER LINE

EX. GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

EX. GATE VALVE

(ON 6" LATERAL)

EX. GATE VALVE

(ON 6" LATERAL)

PROPOSED

FIRE HYDRANT

PROPOSED

FIRE HYDRANT

PROPOSED

FIRE HYDRANT

EX. GATE VALVE

EX. 12" GAS LINE

(OWNER: ONE GAS)

EX. GATE VALVE

PROPOSED

FIRE HYDRANT

EX. FIRE HYDRANT

PROPOSED

GATE VALVE

EX. FIRE HYDRANT

EX. 8" SANITARY

SEWER

EX. FIRE HYDRANT

EXISTING WATER LINE

(TO BE ABANDONED)

PROPOSED

GATE VALVE

EX. FIRE HYDRANT

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

EX. 6"

FIRE LINE

EX. 6"

FIRE LINE

EX. 6"

FIRE LINE

EX. 6"

FIRE LINE

PROPOSED

GATE VALVE

W W

WWWWWWWWWWWW

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

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

E C

D V

P_GEN04_E2201262.dwg

G.04

NW 150TH ST

R3W

LOCATION VICINITY MAP

N . P

SCALE IN FEET

100' 200'50'0'

P A

W N

E E

R W MEMORIAL RD

JOHN KILPATRICK TURNPIKE

NW 138TH ST

R D

N W

E S

N A

V E

N W

E S

N A

V E

PAWNEE DR

LEGEND:

EXISTING HYDRANT

PROPOSED HYDRANT

EXISTING HYDRANT SPACING

(200' RADIUS, COMMERCIAL/MULTI-FAMILY)

PROPOSED HYDRANT SPACING

(200' RADIUS, COMMERCIAL/MULTI-FAMILY)

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

N . W

ESTER

AVE.

T 13 N

PROJECT

LOCATION

EX. 8" WATER LINE

EX. 12" WATER LINE

(TO BE ABANDONED)

EX. 12" WATER LINE

EX. ABANDONED

12" WATER LINE

EX. ABANDONED

8" WATER LINE

EX. 8" FIRE LINE

EX. 12" WATER LINE

EX.GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

FIRE HYDRANT

PROPOSED

FIRE HYDRANT

EX.GATE VALVE

PROPOSED

FIRE HYDRANT

PROPOSED

GATE VALVE

EX.GATE VALVE TO BE CLOSED

PRIOR TO CONNECTION FOR

ISOLATION OF THE EXISTING LINE

EX.GATE VALVE TO BE CLOSED

PRIOR TO CONNECTION FOR

ISOLATION OF THE EXISTING LINE

EX. FIRE HYDRANT

W W

EX. GATE VALVE

EX.GATE VALVE

EX. FIRE HYDRANT

PROPOSED

GATE VALVE

INSET MAP 'A'

INSET MAP SCALE: 1" = 40'

SEE INSET MAP 'A'

(THIS SHEET) FOR

MORE DETAIL

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

PROPOSED

GATE VALVE

W W

W V

DORSET PLACE MEMORY CARE

DORSET PLACE SENIOR LIVING

NO PARKING FIRE LANE

END SCHOOL ZONE

W V

W M

W V

R E

B A

H P

C A

W M

W V

A S

E C

N U

P A

R Y

O U

R P

TIR

R E

B A

H P

C A

W M

W M W

W M

W V

C C

W M

W V

P-O H

SD SD

SDSD

TEL

TELTELTEL

TEL

M H

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

W W W

W W

SLS

STA:101+44.65

SLS

STA:102+45.32

SLS

STA:102+50.18

SLS

STA:104+60.98

SLS

STA:104+64.61

2' 2'

W W

SSS

STA:104+91.25

SSS

STA:105+00.61

SLS

STA:107+30.83

W W W

W W W W W

W W W W W W

W W

DORSET DR (99+90 - 108+25)

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

+3 6.

+7 8.

° H O

. B

+8 6.

° V

+9 0.

° H O

. B

+0 5.

+9 8.

+8 1.

+8 6.

+4 0.

+0 6.

G B

+5 6.

G E

N D

+9 4.

G B

+1 6.

G E

N D

+8 2.

° V

STA: 106+86.42

NOZZLE EL= 1175.00

STA: 102+98.46

NOZZLE EL= 1171.94

SCALE: H: 1" = 40'

V: 1" = 4'

+1 5.

+9 1.

STA: 106+14.33

DEFLECTION = 00°07'24"

STA: 107+31.04

DEFLECT= 00°06'23"

+4 4.

1 STA:100+00.00, N=216740.92 E=2100131.19

CONNECT TO EXISTING 12" WATER LINE

1 - 12"X8" TAPPING SLEEVE

1 - 8" TAPPING VALVE AND BOX

2 STA:100+78.33, N=216819.25 E=2100131.19

1 - 8" 90° HORIZONTAL BEND

3 STA:100+82.44, N=216819.25 E=2100135.30

1 - 8" 45° VERTICAL BEND

4 STA:100+86.35, N=216819.25 E=2100139.20

1 - 8" 45° VERTICAL BEND

5 STA:100+90.64, N=216819.25 E=2100143.50

1 - 8" 90° HORIZONTAL BEND

6 STA:101+36.28, N=216864.89 E=2100143.23

1 - 8" GATE VALVE AND BOX

8 STA:102+98.46, N=217027.06 E=2100141.57

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

9 STA:103+05.19, N=217033.79 E=2100141.50

1 - 8" GATE VALVE AND BOX

10 STA:106+15.02, N=217343.60 E=2100137.99

1 - 8" GATE VALVE AND BOX

11 STA:106+40.05, N=217368.63 E=2100137.70

1 - 8"X6" TEE

47 LF OF 6" WATER LINE

12 STA:106+81.78, N=217410.35 E=2100137.21

1 - 8" GATE VALVE AND BOX

13 STA:106+86.42, N=217414.99 E=2100137.16

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

14 STA:106+91.13, N=217419.71 E=2100137.10

1 - 8" GATE VALVE AND BOX

7 STA:101+44.89, N=216873.50 E=2100143.18

CONNECT TO EXISTING 6" WATER LINE

1 - 8"X6" TEE

1 - 6" SOLID SLEEVE

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

2401 2401

DORSET DR

N W

122N D

S T

D O

T D

R S

. 1

- 1

P_SIT01_E2201262.dwg

C.01

EX. 12" WATER LINE

EX. 8" SAN. SEWER

EX. FENCE LINE

EX. 30"

STORM

RCP

PROTECT

IN PLACE

EX. TELEPHONE

CONDUIT

8 50' ROW

PROTECT EX. ENTRY

SIGNAGE IN PLACE

OR REPLACE IN KIND

PROTECT EX. LIGHT

POLE IN PLACE

PROTECT EX ENTRY

SIGNAGE IN PLACE

OR REPLACE IN KIND

REMOVE EX. FIRE

HYDRANT

INSTALL FIRE

HYDRANT

BORE AND INSTALL 51 LF

STEEL ENCASEMENT

FOR 8" WATER MAIN

STEEL ENCASEMENT FOR 8" WATER

LINE (BY TRENCHING) - 22 LF

BORE (8" WATER

LINE) - 29 LF

BORE (8" WATER

LINE) - 38 LF

EX. 30" STORM RCP

EX. 12" GAS LINE

(OWNER: ONE GAS)

EX.8" SAN. SEWER

STEEL ENCASEMENT FOR 6" WATER

LINE (BY TRENCHING) - 32 LF

47 LF OF 6" WATER LINE

PROPOSED 8"

WATER LINE

REMOVE EX. FIRE

HYDRANT

WATER LINE

ABANDONMENT.

CLOSE VALVE,

CUT EX. LINE,

AND CAP ENDS

CONNECT 6" WATER LINE TO EX 6"

GATE VALVE

ABANDON 8" WATER LINE AT LIMITS

OF EXCAVATION (CAP ENDS)

EX. FENCE LINE

ATC

LIN

E STATIO

: 108+00.00 SEE SH

EET C

.02

EXISTING WATER LINE

TO BE ABANDONED

REMOVE AND REPLACE

SIDEWALK - 12 SY

REMOVE AND REPLACE CURB

AND GUTTER - 20 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 28 SY

TYPE 'A' AGGREGATE - 14 CY

REMOVE AND REPLACE CURB

AND GUTTER - 20 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 9 SY

TYPE 'A' AGGREGATE - 11 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 TYPE QTY.

SINGLE SHORT SERVICE

(SSS) 2

SINGLE LONG SERVICE

(SLS) 6

METER RELOCATION -

SERVICE LINE SCHEDULE

ATC

LIN

E STATIO

: 108+00.00 SEE SH

EET C

.02

INSTALL FIRE

HYDRANT

REMOVE EX FIRE

HYDRANT

REMOVE AND REPLACE CURB AND

GUTTER - 40 LF

REMOVE AND REPLACE DRIVEWAY

(CONCRETE) - 12 SY

PAVEMENT CUT & PERMANENT

REPAIR (CONCRETE) - 71 SY

TYPE 'A' AGGREGATE - 44 CY

EXISTING WATER LINE

TO BE ABANDONED

EX. 5' SIDEWALK

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

CONTRACTOR SHALL FILL CASING

WITH CLOSED-CELL FOAM

TYPE 'A'

AGGREGATE

W V

R E

B A

H P

C A

H S

D O

R S

E T

W V

R E

B A

H P

C A

108+00 109+00 110+00 111+00 112+00 113+00 114+00

115+00

W W W W W

DIRECT REPLACE WATER MAIN

SLS

STA:109+11.20

SLS

STA:109+92.91

SLS

STA:109+98.97

SLS

STA:111+05.86

SLS

STA:113+61.71

W W W W W W

W W W W W W W W

DORSET DR (107+75 - 116+00)

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

STA: 110+36.40

NOZZLE EL= 1176.40

+4 1.

+3 6.

+9 5.

+5 1.

° H O

. B

+9 3.

G E

N D

STA: 115+42.11

NOZZLE EL= 1176.76

+9 7.

+4 6.

° H O

. B

+4 2.

+7 0.

SCALE: H: 1" = 40'

V: 1" = 4'

+0 0.

STA: 110+94.78

DEFLECT= 00°10'33"

STA: 114+97.72

DEFLECT= 00°39'25"

STA: 115+46.23

DEFLECT= 01°11'33"

+2 0.

15 STA:110+36.41, N=217764.95 E=2100132.53

1 - FIRE HYDRANT ASEMBLY

1 - 6" GATE VALVE AND BOX

16 STA:110+41.41, N=217769.96 E=2100132.46

1 - 8" GATE VALVE AND BOX

STA:110+95.65, N=217824.19 E=2100131.73

RECONNECT EXISTING WATER LINE

1 - 8"X6" TEE

49 LF OF 6" WATER LINE

18 STA:111+00.72, N=217829.26 E=2100131.66

1 - 8" GATE VALVE AND BOX

20 STA:114+51.20, N=218179.71 E=2100127.27

1 - 8" 90° HORIZONTAL BEND

21 STA:114+97.14, N=218174.62 E=2100173.24

INSTALL VALVE ON EXISTING WATER LINE

1 - 8" INSERT-A-VALVE

3 LF 8" WATER LINE (BEYOND VALVE)

22 STA:114+97.14, N=218179.71 E=2100173.20

1 - 8"X8" TEE

23 STA:115+42.11, N=218224.69 E=2100172.74

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

24 STA:115+46.86, N=218229.44 E=2100172.69

1 - 8" 45° HORIZONTAL BEND

25 STA:115+70.58, N=218246.53 E=2100190.44

CONNECT TO EXISTING WATER LINE

AT EX. 12" GATE VALVE

1 - 8"X12" REDUCER

STA:114+20.05, N=218148.56 E=2100127.66

1 - 8" GATE VALVE AND BOX

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

2401 2401

N W

E S

T 126TH

DORSET DR

D O

T D

R S

. 1

- E

N D

P_SIT01_E2201262.dwg

C.02

24012401

EX. 12" WATER LINE

EX. FENCE LINE

EX. GRADE

EX. 12" WATER

LINE

INSTALL FIRE

HYDRANT 50' ROW

EX GATE VALVE PER OKC GIS.

CONTRACTOR TO VERIFY

LOCATION IN THE FIELD.

STEEL ENCASEMENT FOR 8" WATER

LINE (BY TRENCHING) - 39 LF

EX 12" GATE

VALVE

23 24

PROPOSED 8"

WATER LINE

WATER LINE ABANDONMENT.

CLOSE INSERT-A-VALVE, CUT

EX. LINE, AND CAP ENDS

ATC

LIN

E STATIO

: 108+00.00 SEE SH

EET C

.01

CONNECT 6" WATER LINE TO EX 6"

GATE VALVE

ABANDON 8" WATER LINE AT LIMITS

OF EXCAVATION (CAP ENDS)

PROTECT EX. TREE IN PLACE

OR REMOVE AND REPLACE IN

KIND

REMOVE AND REPLACE CURB AND

GUTTER - 40 LF

REMOVE AND REPLACE DRIVEWAY

(CONCRETE) - 4 SY

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 70 SY

TYPE 'A' AGGREGATE - 36 CY

STEEL ENCASEMENT FOR 6" WATER

LINE (BY TRENCHING) - 32 LF

49 LF OF 6" WATER LINE

ATC

LIN

E STATIO

: 108+00.00 SEE SH

EET C

.01

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 LINE SCHEDULE

SERVICE TYPE QTY.

SINGLE SHORT SERVICE

(SSS) -

SINGLE LONG SERVICE

(SLS) 5

METER RELOCATION -

EXISTING WATER LINE

TO BE ABANDONEDEXISTING WATER LINE

TO BE ABANDONED

REMOVE AND REPLACE CURB AND

GUTTER - 30 LF

PAVEMENT CUT AND PERMANENT

REPAIR (CONCRETE) - 53 SY

TYPE 'A' AGGREGATE - 40 CY

INSTALL FIRE

HYDRANT

REMOVE EX. FIRE

HYDRANT

W W

CTL / 1/2 RREBA WITH PINK CAP

ONE WAY

LTP

ONE WAY

/NODUMPING

LTP

EASTKILPATRICK

WESTKILPATRICK

PEDWALKSIGN

GAS MARKER

LTP

LTPLTPWVWV

SPEED LIMIT 45

STOP

TPTP

WVWM

LTP

TPFOV WM WM TP

LTPE

ONPOINT

ONE WAY

P-O

HP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH

ATV-O

FOFO

FOFOFOFOFOFOFOFOFO

FOFO

FOFO FO

FOFO

FOFOFOFOFO

FOFOFOFOFOFOFOFOFOFO

CATVCATVCATVCATV

FOFOFOFO

FOFOFOFOFO FOFOFOFOFOFO

FOFO

50' ROW50' ROW40' ROW

SSS

STA:206+80.07

SSS

STA:206+87.45

SSS

STA:207+67.90

METER RELOCATION

STA:205+61.59

34'

24'

201+00202+00203+00204+00205+00206+00207+00208+00

WWWWWWW WWWWWWWWWWW

WM WM

SSS

STA:201+70.21

SSS

STA:202+67.62

MEMORIAL RD (199+90 - 208+25)

200+00201+00202+00203+00204+00205+00206+00207+00208+00

+1 0.

° H O

. B

+1 3.

+2 0.

STA: 204+13.06

NOZZLE EL= 1150.85

STA: 207+35.25

NOZZLE EL= 1148.79

+4 0.

+3 5.

SCALE: H: 1" = 40'

V: 1" = 4'

+2 9.

STA: 200+11.83

DEFLECT= 00°27'57"

STA: 204+11.91

DEFLECT= 00°26'26"

STA: 204+21.81

DEFLECT= 00°11'03"STA: 207+41.51

DEFLECT= 00°32'30"

1 STA:200+00.00, N=222071.12 E=2107642.54

CONNECTION TO EXISTING WATER LINE

1 - 12" TAPPING VALVE AND BOX

1 - 12"X12" TAPPING SLEEVE

2 STA:200+10.68, N=222060.43 E=2107642.59

1 - 12" 90° HORIZONTAL BEND

3 STA:204+13.06, N=222061.28 E=2107240.21

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

4 STA:204+20.88, N=222061.29 E=2107232.39

1 - 12" GATE VALVE AND BOX

5 STA:207+29.95, N=222061.95 E=2106923.32

1 - 12" GATE VALVE AND BOX

6 STA:207+35.25, N=222061.96 E=2106918.02

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

FOUND MONUMENT / X IN CURB

FOUND MONUMENT / 1/2IN REBAR WCAP HALE & ASSOC CA819

GAS MARKER

LTP

LTPLTP

CROSS WALK

POST

P-O H

P-OH

FO FO

FOL & E PART

7 STA:207+40.59, N=222061.97 E=2106912.68

1 - 12" GATE VALVE AND BOX

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

JOHN KILPATRICK TURNPIKE

W MEMORIAL RD

N W

E S

N A

V E

W M

L R

D S

. 2

- 2

P_SIT01_E2201262.dwg

C.03

EX. 12" WATER LINE

CAUTION!

OVERHEAD POWERLINES AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR

TO USE CAUTION DURING CONSTRUCTION.

4 3

EX. GRADE

EX. FIBER OPTIC

PROPOSED 12"

WATER LINE

WATER LINE ABANDONMENT.

CLOSE EX. VALVE TO EAST,

CUT WATER LINE TO BE

ABANDONED AND CAP ENDS.

REMOVE FIRE

HYDRANT

7 5

ATC

LIN

E STATIO

: 208+00.00 SEE SH

EET C

.04

REMOVE AND REPLACE CURB AND GUTTER - 36 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 48 SY

REMOVE AND REPLACE CURB AND GUTTER - 36 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 43 SY

REMOVE AND REPLACE CURB AND GUTTER - 36 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 43 SY

REMOVE AND REPLACE CURB AND GUTTER - 30 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 33 SY

REMOVE AND REPLACE CURB AND GUTTER - 64 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 98 SY

INSET MAP 'B'

INSET MAP SCALE: 1" = 20'

EX. 12" WATER LINE

SEE INSET MAP 'B'

(THIS SHEET) FOR

MORE DETAIL

ATC

LIN

E STATIO

: 208+00.00 SEE SH

EET C

.04

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 LINE SCHEDULE

SERVICE TYPE QTY.

SINGLE SHORT SERVICE

(SSS) 5

SINGLE LONG SERVICE

(SLS) -

METER RELOCATION 1

EXISTING WATER LINE

TO BE ABANDONED

INSTALL FIRE

HYDRANTINSTALL FIRE

HYDRANT

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

PROTECT EX ADA

IMPROVEMENTS IN PLACE

OR REPLACE IN KIND

WM WM

W W

FOUND MONUMENT / 1/2 REBAR

FOUND MONUMENT / 5/8 REBAR

WRONG WAY

ONE WAY

1' 1.5' 1.5'

ONE WAY

LTP

IRRIRRIRR

LTP

ONPOINT

LTP

STOP

LTP

FOVFOVWM

LTP

WVWV

FOV

LTP

STOP

FOV

P-OH

P-OHP-OH

P-OH

FOFOFO

FOFO

FOFOFO

FOFO

FO FOFO

FOFO

P-UG

P- U

TEL

SDEX. FENCE LINE

EX. ABANDONED

12" WATER LINE

SSS

STA:209+74.39

208+00209+00210+00 211+00

212+00

213+00

214+00

215+00

216+00

217+00

WWWWWW

W W

WWWW

W W

20' U/E

SSS

STA:214+68.94

SSS

STA:214+75.40

8 STA:210+62.20, N=222069.52 E=2106591.17

1 - 12" GATE VALVE AND BOX

9 STA:210+67.31, N=222069.71 E=2106586.07

1 - FIRE HYDRANT ASSEMBLY

1 - 6" GATE VALVE AND BOX

10 STA:210+77.36, N=222070.08 E=2106576.03

1 - 12"X12" TEE

CONNECTION 1: SEE SHEET C.06

MEMORIAL RD (207+75 - 217+75)

208+00209+00210+00211+00212+00213+00214+00215+00216+00217+00

+7 7.

+6 7.

+5 1.

+3 3.

° H O

. B

+7 3.

° H O

. B

+8 8.

° V

+9 5.

° V

+2 2.

° V

+3 0.

° V

+3 7.

STA: 210+66.14

NOZZLE EL= 1145.54

+4 3.

+6 2.

SCALE: H: 1" = 40'

V: 1" = 4'

+4 5.

STA: 213+33.05

DEFLECT= 00°33'23"

STA: 215+31

DEFLECT= 00°56'33"

STA: 217+44.35

DEFLECT= 02°18'17"

14 STA:212+45.80, N=222082.78 E=2106408.07

1 - 12" GATE VALVE AND BOX

15 STA:212+51.68, N=222083.25 E=2106402.21

1 -12"X8" TEE

CONNECTION 2: SEE SHEET C.06

20 STA:213+33.86, N=222092.73 E=2106320.58

1 - 12" 45° HORIZONTAL BEND

21 STA:213+73.01, N=222123.49 E=2106296.36

1 - 12" 45° HORIZONTAL BEND

22 STA:214+88.26, N=222139.25 E=2106182.20

1 - 12" 45° VERTICAL BEND

23 STA:214+95.81, N=222140.43 E=2106174.74

1 - 12" 45° VERTICAL BEND

24 STA:215+22.63, N=222144.58 E=2106148.24

1 - 12" 45° VERTICAL BEND

25 STA:215+30.22, N=222145.75 E=2106140.74

1 - 12" 45° VERTICAL BEND

26 STA:217+37.21, N=222181.67 E=2105936.90

1 - 12" GATE VALVE AND BOX

STA:217+43.18, N=222182.73 E=2105931.02

1 - 12"X8" TEE

CONNECTION 3: SEE SHEET C.07

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

W MEMORIAL RD

JOHN KILPATRICK TURNPIKE

W M

L R

D S

. 2

- 2

P_SIT01_E2201262.dwg

C.04

EX. 66" STORM RCP

50' ROW

45' ROW

40' ROW

EX. GRADE

ABANDONED 12"

WATER MAINEXISTING 12" WATER MAIN

(TO BE ABANDONED)

EX. FIBER OPTIC

EX. TELEPHONE

LINE

EX.

UNDERGROUND

POWER

EX. FIBER OPTICEX. FIBER OPTIC

CONNECTION 3

SEE SHEET C.07

CONNECTION 2

SEE SHEET C.06 CONNECTION 1

SEE SHEET C.06

EX. 66" STORM RCP

PROTECT IN PLACE

PROPOSED 12"

WATER LINE

25'

4.5'

28.5'

EX. TELEPHONE

LINE

REMOVE EX.

FIRE HYDRANT

EX. 8" GATE VALVE

PROTECT EX TREES IN

PLACE OR REPLACE IN KIND

ATC

LIN

E STATIO

: 208+00.00 SEE SH

EET C

.03

SEE SH

EET C

.05

REMOVE AND REPLACE CURB AND GUTTER - 32 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 45 SY

REMOVE AND REPLACE CURB AND GUTTER - 32 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 81 SY

REMOVE AND REPLACE CURB AND GUTTER - 32 LF

REMOVE AND REPLACE DRIVEWAY (CONCRETE) - 45 SY

CAUTION!

OVERHEAD POWERLINES AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR

TO USE CAUTION DURING CONSTRUCTION.

ATC

LIN

E STATIO

: 217+50.00

EX. 8" FIRE LINE

ATC

LIN

E STATIO

: 208+00.00 SEE SH

EET C

.03

ATC

LIN

E STATIO

: 217+50.00 SEE SH

EET C

.05

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 LINE SCHEDULE

SERVICE TYPE QTY.

SINGLE SHORT SERVICE

(SSS) 3

SINGLE LONG SERVICE

(SLS) -

METER RELOCATION -

CONNECTION 3

SEE SHEET C.07

CONNECTION 2

SEE SHEET C.06

CONNECTION 1

SEE SHEET C.06

EXISTING WATER LINE

TO BE ABANDONED

INSTALL FIRE

HYDRANT

EX. 8" FIRE LINE EX. 12" WATER LINE

2' MIN.

TYPE-A AGGREGATE -

9 CY

W W

CTL / 1/2 RREBA WITH PINK CAP

FOUND MONUMENT / 1/2 REBAR

FOUND MONUMENT / 5/8 REBAR

FOV DO NOT ENTER

FOV

TS WRONG WAY

DO NOT ENTER

WEST KILPATRICK TURNPIKE

LTP

IRRIRR

TS E

IRR

P-OH

GTEL

TEL

P- U

P-UG

218+00

219+00

220+00

221+00 W

W W

MEMORIAL RD (217+25 - 221+75)

218+00219+00220+00221+00221+75

+8 4.

G B

+2 7.

G E

N D

+9 1.

° H O

. B

+2 2.

° H O

. B

+3 1.

+3 5.

SCALE: H: 1" = 40'

V: 1" = 4'

DIRECT REPLACE OF

EXISTING WATER MAIN

STA: 221+34.39

DEFLECT= 00°36'35"

STA:221+35.32, N=222226.48 E=2105549.92

RECONNECT PROPOSED 12" WATER MAIN TO EX.

12" WATER MAIN AT EX. 12" GATE VALVE

29 STA:219+91.31, N=222225.51 E=2105686.61

1 - 12" 45° HORIZONTAL BEND31 STA:221+31.61, N=222225.86 E=2105553.57

1 - 12"X8" TEE

RECONNECT TO EXISTING 8" WATER LINE

ALONG PAWNEE DR AT EXISITNG 8" VALVE

P-OH

P-U G

W W

STA:220+22.60, N=222207.50 E=2105661.03

1 - 12" 45° HORIZONTAL BEND

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

W MEMORIAL RD

W M

L R

D S

. 2

- E

N D

P_SIT01_E2201262.dwg

C.05

P A

W N

E E

D R

EX. ABANDONED

12" WATER LINE

EX. 12" WATER LINE

EX. 8" WATER LINE

EX. FENCE LINE

EX. GRADE

50' ROW

46 LF STEEL ENCASEMENT FOR

12" WATER MAIN (BY TRENCHING)

EX. FIBER OPTIC

EX. UNDERGROUND POWER

PROPOSED 12"

WATER LINE5'

PROTECT EX TREES IN

PLACE OR REPLACE IN KIND

PROTECT EXISTING

RETAINING WALL IN

PLACE

ATC

LIN

E STATIO

: 217+50.00 SEE SH

EET C

.04

REMOVE AND REPLACE

SIDEWALK - 58 SY

EXISTING WATER LINE

TO BE ABANDONED

REMOVE AND REPLACE CURB AND GUTTER - 32 LF

PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) - 63 SY

TYPE 'A' AGGREGATE - 79 CY

CAUTION!

OVERHEAD POWERLINES AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR

TO USE CAUTION DURING CONSTRUCTION.

EX. 12" WATER LINE

ATC

LIN

E STATIO

: 217+50.00

SEE SH

EET C

.04

EX. 4" GAS LINE

INSET MAP 'C'

INSET MAP SCALE: 1" = 5'

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 LINE SCHEDULE

SERVICE TYPE QTY.

SINGLE SHORT SERVICE

(SSS) -

SINGLE LONG SERVICE

(SLS) -

METER RELOCATION -

SEE INSET MAP 'C'

(THIS SHEET) FOR

MORE DETAIL

NOTE:

FOR CONNECTION CONTRACTOR TO

COORDINATE AFTER HOURS SHUT

OUT ON EXISTING WATER LINE WITH

THE CITY PRIOR TO CONSTRUCTION

CUT AND CAP

EXISTING LINE TO

BE ABANDONED

(SEE NOTE)

EXISITNG 12"

GATE VALVE

EXISITNG 8"

GATE VALVE

MEMORIAL RD CONNECTION 1 (299+90 - 300+25)

300+00 300+25

+1 3.

° V

+1 6.

° V

+2 1.

N D

M O

N U

M E

N T

/ 1 /2

R E

B A

W V

P-O H

P-U G

P-UG

P-U G

P-UG

P-UGP-UG

TEL

W W

300+00

W W

P-O H

TEL

W W

400+00

MEMORIAL RD CONNECTION 2 (399+90 - 400+50)

400+00 400+50

+3 1.

° H O

. B

+0 4.

° H O

. B

+1 6.

° V

+1 9.

° V

11 STA:210+77.71, N=222083.10 E=2106576.16

1 - 12" 45° VERTICAL BEND

12 STA:210+77.79, N=222086.33 E=2106576.20

1 - 12" 45° VERTICAL BEND

15 STA:212+51.68, N=222083.25 E=2106402.21

1 -12"X8" TEE

CONNECTION 2: SEE SHEET C.06

16 STA:400+04.37, N=222087.06 E=2106402.64

1 - 8" 45° HORIZONTAL BEND

3 LF OF 8" WATER LINE

17 STA:212+60.89, N=222096.47 E=2106394.47

1 - 8" 45° VERTICAL BEND

10 STA:210+77.36, N=222070.08 E=2106576.03

1 - 12"X12" TEE

CONNECTION 1: SEE SHEET C.06

13 STA:300+21.31, N=222090.86 E=2106576.22

RECONNECT TO EX WATER LINE

1 - 12" INSERT-A-VALVE W/ BOX

18 STA:212+63.00, N=222098.61 E=2106392.60

1 - 8" 45° VERTICAL BEND

19 STA:400+31.35, N=222107.42 E=2106384.95

RECONNECT TO EX WATER LINE

1 - 8" 45° HORIZONTAL BEND

1 - 8" SOLID SLEEVE

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

W M

L R

D C

O N

N S

- 1 A

N D

P_SIT01_E2201262.dwg

C.06

EX. GRADE

EX. FIBER OPTIC

12" WATER LINE

(TO BE ABANDONED)

EX. 12" WATER MAIN

12" WATER LINE

(TO BE ABANDONED)

PROPOSED 12" WATER LINE

W M

E M

O R

L R

45' ROW

EX. 12" WATER LINE

ABANDONED

12" WATER LINE

EX. GRADE

EX. FIBER OPTIC

EX. 8" WATER LINE

12" WATER LINE

(TO BE ABANDONED)

12" WATER LINE

(TO BE ABANDONED)

REMOVE AND REPLACE CURB AND GUTTER - 16 LF

REMOVE AND REPLACE SIDEWALK - 3 SY

EXISITNG WATER LINE

TO BE ABANDONED

CAUTION!

OVERHEAD POWERLINES AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR

TO USE CAUTION DURING CONSTRUCTION.

45' ROW

W M

E M

O R

L R

CAUTION!

OVERHEAD POWERLINES AND

UNDERGOUND FIBER & COMMUNICATIONS

LINES ALONG ALIGNMENT. CONTRACTOR

TO USE CAUTION DURING CONSTRUCTION.

SCALE: H: 1" = 40'

V: 1" = 4"

SCALE: H: 1" = 40'

V: 1" = 4"

PROPOSED 12" WATER LINE

MEMORIAL RD CONNECTION 1 MEMORIAL RD CONNECTION 2

WATER LINE (8") - 31 LF

18 19

SCALE IN FEET

10'2.5'0' 5'

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 LINE SCHEDULE

SERVICE TYPE QTY.

SINGLE SHORT SERVICE

(SSS) -

SINGLE LONG SERVICE

(SLS) -

METER RELOCATION -

TEE (FROM SHEET C.04) TEE (FROM SHEET C.04)

WATER LINE (12") - 20 LF

EX. ISOLATION VALVE

LOCATED 62' NORTH OF

TIE IN LOCATION

MEMORIAL RD CONNECTION 3 (499+90 - 500+25)

500+00 500+25

+0 3.

.2 5°

H O

. B

W R

O N

G W

A Y

P-O H

TEL

500+00

W W

4.70'

STA:217+43.18, N=222182.73 E=2105931.02

1 - 12"X8" TEE

CONNECTION 3: SEE SHEET C.07

STA:500+02.32, N=222184.98 E=2105931.57

RECONNECT TO EX WATER LINE

1 - 8" 11.25° HORIZONTAL BEND

1 - 8" SOLID SLEEVE

4 LF OF 8 " WATER LINE

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

T N

O . W

C -1

M A

Y, O

N S

AJB

MAJ

KTM

WC-1100

04.21.2025

W M

L R

D C

O N

N S

- 3

P_SIT01_E2201262.dwg

C.07

EX. GRADE

12" WATER LINE

(TO BE ABANDONED)

EX. 8" WATER LINE

PROPOSED 12" WATER LINE

W M

IAL R

50' ROW

EX.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 21, 2025.