WC-1096 Bid Plans.pdf

PDF 17 MB Posted Apr 23, 2025

Attached to: Waterline Replacement
Solicitation number: OCWUT WC-1096
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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Written by GovTribe AI · Apr 24, 2025

This document is a detailed set of bid plans for the WC-1096 Waterline Replacement project by the Oklahoma City Water Utilities Trust, located in Oklahoma City, Oklahoma. The project involves replacing waterlines in multiple segments across seven different water line areas (Water Lines A through G), spanning from NW 71st Street to Grand Boulevard between NW 73rd Street and Berkley Avenue. The project includes installing approximately 5,158 linear feet of 8-inch C900 PVC water line, 11 fire hydrant assemblies, multiple gate valves, tapping valves, and associated service line connections. The total project covers approximately 4,037 linear feet across multiple water line segments, with work involving trench excavation, pipe installation, valve and hydrant installations, and necessary pavement and sidewalk repairs.

The project is funded by the Oklahoma City Water Utilities Trust, with an estimated construction cost implied through the detailed quantity tables. The bid plans include comprehensive technical specifications, erosion control plans, ADA compliance details for pavement and curb ramps, and standard construction details for water line installation. The project requires prequalification as a Water Pipeline Contractor "C" and involves replacing aging water infrastructure with new 8-inch PVC water mains. The plans specify detailed requirements for pipe bedding, backfill, testing, disinfection, and restoration of surfaces, with provisions for maintaining water service during construction and minimizing disruption to the existing neighborhood infrastructure.

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File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Apr 23, 2025
Business Relationship Affidavit.pdf	PDF	Apr 23, 2025
WC-1096 Bid Specifications.pdf	PDF	Apr 23, 2025

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PROJECT NO. WC-1096

WATERLINE REPLACEMENT

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PROJECT LOCATION - NW 71 ST STREET TO GRAND BOULEVARD BETWEEN

NW 73RD STREET TO BERKLEY A VENUE

w il ater U tili ti es Trust

The City of

OKLAHOMA

DAVID HOLT, Mayor

COUNCIL MEMBERS:

BRADLEY CARTER

JAMES COOPER

BARBARA PECK

TODD STONE

MATT HINKLE

JOBETH HAMON

LEE E. COOPER JR.

MARK K. STONECIPHER

CRAIG A. FREEMAN

DEBBIE MILLER, P.E.

CITY

Ward 1 Ward 2 Ward 3 Ward 4 Ward 5 Ward 6 Ward 7 Ward 8

City Manager

City Engineer

SHEET NO.

G.01

OKLAHOMA CITY WATER UTILITIES TRUST

JAMES D. COUCH, Chairman, Independent Trustee SHARON VOORHEES, Independent Trustee TODD STONE, Council Trustee DAVID HOLT, Mayor Trustee MARK K. STONECIPHER. Vice Chairman. Surrogate Trustee CRAIG A. FREEMAN, City Manager Trustee CHRIS BROWNING, General Manager AMY K. SIMPSON, Secretary

SHEET INDEX

DESCRIPTION

COVERSHEET

G.02

G.03

G.04

GENERAL NOTES

SUMMARY OF QUANTITIES

PROJECT LOCATION

G.05 c.01.c.os

C.09

FIRE HYDRANT AND VALVE COVERAGE

PLAN AND PROFILE SHEETS

EROSION CONTROL LOCATION

WATER DETAIL SHEETS

EROSION CONTROL STANDARD DETAILS

ADA AND PAVEMENT REPAIR STANDARD DETAILS

ONE CALL UTILITY LOCATION NUMBER

DIAL 811, OR

1-800-522-6543

THIS NUMBER IS TO BE USED FOR INFORMATION ON

THE LOCATION OF ALL UNDERGROUND UTILITIES.

CONTACT THIS NUMBER AND OTHER NUMBERS

SPECIFIED IN THE PLANS PRIOR TO ANY EXCAVATION.

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

KRISTI MOORE, P.E.

OLSSON, INC. (CA #2483A)

11600 BROADWAY EXTENSION STE 300

OKLAHOMA CITY, OK 73114

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

OK (34916) PE EXP: 09/30/2026

RECOMMENDED FOR APPROVAL

HAINING SCHOENEMAN

CAPIT IMPROVEMENT PROGRAM MANAGER

CHRIS BROWNING

GENERAL MANAGER

.E., DIR

CITYENGIN

3/27/2025

DATE

3/28/2025

DATE

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7, GENERAL NOTES:

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

2. 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.

3. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACTIVITY NOTICE TO OWNERS OF PROPERTIES ADJACENT

TO CONSTRUCTION 48 HOURS IN ADVANCE.

4. 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.

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

6. ALL AMERICANS WITH DISABILITIES ACT (ADA)/SIDEWALK IMPROVEMENTS MUST MEET CURRENT ADA REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT AND/OR REPAIR OF

ALL EXISTING ADA IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION.

SUMMARY OF WORK

7. 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.

8. 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.

9. 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.

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

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. THE STAKING MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA WHICH WILL

BE VERIFIED AT PRE-WORK CONFERENCE.

12. 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.

13. 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

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

UNDER THE OPDES CONSTRUCTION GENERAL PERMIT OKR10.

15. 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.

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

THE INSPECTOR UPON REQUEST.

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

DEVICES DAMAGED DUE TO CONSTRUCTION.

18. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING WATER LINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL

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

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

OR BETTER THAN EXISTING CONDITIONS.

TRAFFIC CONTROL

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

CONFLICT WITH PROPOSED WORK.

21. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC MANAGEMENT DIVISION AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL DEVICES. APPLICATION FOR WORK ZONE PERMIT CAN BE LOCATED

AT HTTPS://ACCESS.OKC.GOV/ACA/DEFAULT.ASPX

22. 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.

23. 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.

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

BUSINESS HOURS FOR EACH ESTABLISHMENT.

25. 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.

UTILITIES

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

AND AS NECESSARY THROUGHOUT THE PROJECT.

27. 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.

28. 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.

29. 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.

PIPELINES

30. 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.

31. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) TO INCLUDE ALL CONCRETE, REBAR, TYPE A AGGREGATE BACKFILL, AND ANY OTHER NECESSARY WORK OR MATERIALS NECESSARY FOR THE

REPAIR AS SHOWN ON OKC STANDARD D-800.

32. 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.

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

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

WATER LINES

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

36. 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.

37. 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.

38. 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.

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

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

40. WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE: ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARILY 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.

41. ALL CUT, PLUG AND ABANDON OF WATER LINES SHALL BE INCIDENTAL TO THE CONNECTION OF THE NEW

WATER LINE.

42. REMOVAL OF ANY ABANDONED WATER LINE IS INCIDENTAL TO THE COST OF OTHER ITEMS.

43. 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.

44. 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.

45. 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.

46. 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.

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

48. 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.

49. 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.

50. 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.

51. 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.

52. 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.

53. THRUST BLOCKS ARE NOT REQUIRED FOR FITTINGS ON THIS PROJECT.

54. RESTRAINED JOINTS 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. RESTRAINTS SHALL BE CONSIDERED

INCIDENTAL TO FITTINGS BID ITEMS.

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

56. 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.

57. 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.

58. 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.

59. 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.

60. 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.

61. 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.

62. ALL HYDRANTS AND ABANDONED METERS ARE TO BE RETURNED TO LINE MAINTENANCE AT 621 N PENNSYLVANIA AVE. LINE MAINTENANCE HAS THE RIGHT TO RECLAIM ANY HYDRANTS OR METERS.

63. ALL DRIVEWAYS AND STREET CROSSINGS SHALL BE BORED, UNLESS OTHERWISE NOTED. BORES SHALL

EXTEND A MINIMUM OF 5 FEET BEYOND THE EDGE OF PAVEMENT.

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

IS NN EE EC RI

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date:

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co m

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, S ui te

O kl ah om a

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7, SUMMARY OF PAY QUANTITIES: WC-1096

ITEM SECTION DESCRIPTION UNIT

TOTAL SHEET

ESTIMATE AS-BUILT C.01 C.02 C.03 C.04 C.05 C.06 C.07 C.08

1 109 AUDIO AND VIDEO RECORDING, PRE- AND POST-CONSTRUCTION LS 1

2 109 SEDIMENT AND EROSION CONTROL LS 1

3 212 TRENCH EXCAVATION AND BACKFILL - 0' TO 10' LF 3,812 946 564 427 286 423 297 285 584

4 252 BORING FOR 8-INCH WATER LINE LF 1,079 265 135 95 246 116 222

5 501 8-INCH C900 PVC WATER LINE (DR-14) PIPE LF 5,158 1211 750 652 563 566 297 285 834

6 501 8-INCH SOLID SLEEVE EA 2 2

7 501 8-INCH X 4-INCH REDUCER EA 1 1

8 501 8-INCH X 6-INCH REDUCER EA 5 1 1 2 1

9 501 8-INCH TEE EA 4 1 1 1 1

10 501 8-INCH 90° BEND EA 1 1

11 501 8-INCH 45° BEND EA 22 5 6 1 2 2 6

12 501 8-INCH 22.5° BEND EA 2 1 1

13 501 8-INCH 11.25° BEND EA 3 3

14 503 1-INCH WATER SERVICE LINE SHORT EA 32 7 3 4 8 10

15 503 1-INCH WATER SERVICE LINE LONG EA 28 4 1 3 2 7 11

16 503 1 1/2-INCH WATER SERVICE LINE LONG EA 2 2

17 503 2-INCH WATER SERVICE LINE SHORT EA 1 1

18 504 1-INCH METER RELOCATION EA 5 2 2 1

19 504 1-INCH METER RELOCATION - PRIVATE PLUMBER EA 1 1

20 505 4-INCH TAPPING VALVE AND BOX EA 1 1

21 505 4-INCH TAPPING SLEEVE EA 1 1

22 505 6-INCH TAPPING VALVE AND BOX EA 3 1 1 1

23 505 6-INCH TAPPING SLEEVE EA 3 1 1 1

24 505 8-INCH TAPPING VALVE AND BOX EA 2 1 1

25 505 8-INCH TAPPING SLEEVE EA 2 1 1

26 507 FIRE HYDRANT ASSEMBLY EA 11 3 2 2 2 2

27 508 REMOVAL OF FIRE HYDRANT ASSEMBLY EA 6 1 2 2 1

28 511 6-INCH GATE VALVE AND BOX EA 11 3 2 2 2 2

29 511 8-INCH GATE VALVE AND BOX EA 20 4 3 1 4 1 2 5

30 513 HYDROSTATIC TESTING AND DISINFECTION LS 1

31 518 BORE AND STEEL ENCASEMENT FOR 8-INCH WATER LINE (EXCLUDING PIPE) LF 267 51 130 31 27 28 32 518 STEEL ENCASEMENT FOR 8-INCH WATER LINE (EXCLUDING PIPE) LF 131 43 20 20 28 20

33 801 CONSTRUCTION STAKING LS 1

34 801 GPS AS BUILT SURVEY LS 1

35 802 CONSTRUCTION SIGNING AND TRAFFIC CONTROL LS 1

36 809 MOBILIZATION LS 1

37 810 CLEARING AND GRUBBING LS 1

38 812 REMOVE AND REPLACE CURB AND GUTTER LF 375 30 150 60 45 30 60

39 813 REMOVE AND REPLACE DRIVEWAY (CONCRETE) SY 38 38

40 814 PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) SY 443 100 244 53 46

41 816 REMOVE AND REPLACE SIDEWALK SY 206 2 4 200

42 817 REMOVE AND REPLACE PARKING LOT PAVEMENT (CONCRETE) SY 90 90

43 840 SOLID SLAB SODDING SY 3,925 900 500 575 450 475 210 185 630

44 503 TEMPORARY WATER LF 200 200

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W W

WMWMWMWMWMWMSWMWM WM

WMWM

WMWMWM

WM WM WM WMWM

WM WM WM WMWMWM

WM WM WM WM WM WM WM

W M

WMWMWM

WMWM

W W W W W

W W W W W W W W W

W W

WWWWW

W W

W W W W W

WWWWWWWW

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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, PR

P_GEN02_B2201262.dwg

G.04

SCALE IN FEET

100' 200'50'0'

LOCATION VICINITY MAP

PROJECT

LOCATION

N .M

A Y

A V

N .M

A Y

A V

N. INDEPENDANCE AVE.

NW 71st ST

NW 73rd ST

N D

EXEL BLVD

NW 71st ST

N LANCASTER LN

CLERMONT PL

WARWICK DR

NW 72ND ST

NW 73RD ST

N .B

R O

O K

E A

V E

. B R

O O

N E

A V

NW GRAND BLVD

B E

R K

A V

B E

R K

A V

3105 3101

3049 3045

2930 2926 2922 2918

2931 2927 2923 2919 2915 2911

2930 2926 2922 2918 2914 2910

79277231

2840 2836 2832 2828

2824 2820 2816 2812 2808 2804 2800 2760 2756 2752

2761 2757 2801280528092813

28172821282528292833

NW 63RD ST

N .P

O R

D A

1 6

W WILSHIRE BLVD

R4W R3W

W WILSHIRE BLVD

WATER LINE A

SHT C.01

WATER LINE B

SHT C.02

WATER LINE B

SHT C.03

WATER LINE C

SHT C.04

WATER LINE D

SHT C.05

WATER LINE E

SHT C.06

WATER LINE F

SHT C.07

WATER LINE G

SHT C.08

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W W

W W W W W

W W W W W W W W W

W W

WWWWW

W W

W W W W W

WWWWWWWW

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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, FI

E H

P_GEN02_B2201262.dwg

G.05

N .M

A Y

A V

N .M

A Y

A V

N. INDEPENDANCE AVE.

NW 71st ST

NW 73rd ST

N D

EXEL BLVD

NW 71st ST

N LANCASTER LN

CLERMONT PL

WARWICK DR

NW 72nd ST

NW 73nd ST

N .B

R O

O K

E A

V E

.B R

O O

N E

A V

NW GRAND BLVD

B E

R K

A V

B E

R K

A V

3105 3101

3049 3045

2930 2926 2922 2918

2931 2927 2923 2919 2915 2911

2930 2926 2922 2918 2914 2910

79277231

2840 2836 2832 2828

2824 2820 2816 2812 2808 2804 2800 2760 2756

2761 2757 2801280528092813

28172821282528292833

LEGEND

EXISTING HYDRANT

PROPOSED HYDRANT

SCALE IN FEET

100' 200'50'0'

LOCATION VICINITY MAP

PROJECT

LOCATION

NW 63RD ST

N .P

O R

D A

1 6

W WILSHIRE BLVD

R4W R3W

W WILSHIRE BLVD

PROPOSED HYDRANT

(500' LAY LENGTH, RESIDENTIAL)

EXISTING HYDRANT TO REMAIN

(500' LAY LENGTH, RESIDENTIAL)

EXISTING WATER VALVE

PROPOSED WATER VALVE

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W CTL / 1/2" REBAR PINK CAP

/ STOP

/ PARK

/ SPEED LIMIT 25

WMTCTEV

LPPP

/" 24"

IRR

/" 36"

/" 15"

/" 36"

/" 12" /" 12"

/" 8"

MLB /" 18" /" 24"

LPPP

IRR

/" 36"

/" 18"

/ STOP BROOKLINE AVE 73RD ST

/" 18"

/" 36" /" 18"

/" 2"

/" 2"/" 9"

WM /" 30"

WM/ STOP BROOKLINE AVE 73RD ST

LPPP

WMWM

24"

36"

18"

/ STOP

36"

/ STOP

/ PARK CLOSED 11PM-5AM

/ PARK RULES

/ MAYVIEW PARK

72"

12"

12" WM

MLB

12"

LTP

24" /QUAD-TREE

48"

P-OH

P-

W W W W W W W W W W W W W W W W

W W

TEL

D D

SHORT SERVICE

STA: 110+78.14 SHORT SERVICE

STA: 111+22.42

LONG SERVICE

STA: 102+69.30

SHORT SERVICE

STA: 103+87.23

LONG SERVICE

STA: 104+75.52

SHORT SERVICE

STA: 105+14.65

LONG SERVICE,

RELOCATE METER

STA: 106+21.39

SHORT SERVICE

STA: 106+63.09

LONG SERVICE

STA: 107+64.73SHORT SERVICE

STA: 107+57.82

LONG SERVICE

STA: 109+09.74

SHORT SERVICE

STA: 109+12.75

LONG SERVICE,

RELOCATE METER

STA: 109+55.83

101+00

102+00 103+00 104+00

105+00 106+00 107+00 108+00 109+00

110+00 111+00

112+00

W W

W W W W W W W W W W W W W W W W W W

WATER LINE A (99+90 - 112+50)

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 112+50

N O

E L=

N O

E L=

N O

E L=

ALIGNMENT=WATER LINE A

STA:100+00.00, N=198070.23 E=2096176.24

CONNECT TO EXISTING WATER LINE

1-6" TAPPING VALVE AND BOX

1-6" TAPPING SLEEVE

1-8"X6" REDUCER

ALIGNMENT=WATER LINE A

STA:100+05.80, N=198075.92 E=2096177.32

1-8" 45° BEND

ALIGNMENT=WATER LINE A

STA:100+07.63, N=198077.73 E=2096177.66

1-8" 45° BEND

ALIGNMENT=WATER LINE A

STA:100+63.85, N=198132.97 E=2096188.08

1-8" 11.25° BEND

ALIGNMENT=WATER LINE A

STA:100+57.30, N=198126.68 E=2096186.06

1-8" 45° BEND

ALIGNMENT=WATER LINE A

STA:100+59.15, N=198128.58 E=2096186.05

1-8" 45° BEND

ALIGNMENT=WATER LINE A

STA:104+24.44, N=198382.03 E=2096439.13

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA: 101+08.80, N=198173.89 E=2096206.68

1-8" 11.25° BEND

ALIGNMENT=WATER LINE A

STA: 101+79.48, N=198233.80 E=2096244.18

1-8" 22.5° BEND

ALIGNMENT=WATER LINE A

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:107+19.48, N=198547.66 E=2096683.20

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA: 104+29.36, N=198384.78 E=2096443.21

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:107+22.73, N=198549.40 E=2096685.94

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:109+98.03, N=198693.02 E=2096920.75

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:109+95.04, N=198691.51 E=2096918.17

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:107+27.45, N=198551.92 E=2096689.93

1-8" GATE VALVE AND BOX

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE A

STA:112+10.50, N=198796.09 E=2097104.79

WL B STA: 206+85.55

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-A QUANTITIES

ALIGNMENT=WATER LINE A

STA: 111+86.06, N=198783.91 E=2097085.31

1-8" 11.25° BEND

ALIGNMENT=WATER LINE A

STA: 112+03.31, N=198796.03 E=2097097.60

1-8" 45° BEND

/ STOPWV

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

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.01

SCALE IN FEET

50' 100'25'0'

NW 73RD ST

3031 3019

N. INDEPENDANCE AVE.

NW 71ST ST

OKL

NW 73RD ST

EXISTING GAS LINE

EXISTING 6" WATER LINE

(UNKNOWN)

ABANDON EXISTING 6" WATER LINE

EXISTING SANITARY SEWEREXISTING FENCE LINE

EXISTING

UTILITY CORRIDOR

CUT, CAP, AND ABANDON

EXISTING WATER LINE NORTH,

EXISTING FIRE HYDRANT

REMAINS IN SERVICE

60'

13'

30'

18'

MATERIALS

R/W

PROPERTY

SETBACK

PROPERTY

SETBACK

WATER LINE B

SEE SHEET C.02

WATER LINE C

SEE SHEET C.04

7 8

EXISTING FENCE LINE

MAINTAIN 5-FT

HORIZONTAL SEPARATION

BETWEEN THE PROPOSED

WATER LINE AND EXISTING

GAS LINE IN ACCORDANCE

WITH ODEQ STANDARDS.

SCALE IN FEET

50' 100'25'0'

10'

2.5'

32°0'0"'

4' MIN.

EXISTING 6"

WATER LINE

(WC-0511)

WATER LINE B

SEE SHEET C.03

EX. GRADE

9 10

26'

BORE

28'

BORE

60'

BORE

25'

BORE

40'

BORE

28'

BORE

28'

BORE

WATER LINE A

CONST.1,211 LF 8-INCH WL

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) 7

1" SINGLE LONG SERVICE (SLS) 4

1" SSS METER RELOCATION 0

1" SLS METER RELOCATION 2

12 14

11 15

900 SY SOLID

SLAB SODDING

186' OF RJ 28' OF RJ

EX. 8" SAN. SEWER

2' MIN.

EX. 2" GAS LINE

EX. TELEPHONE LINE

2' MIN.

INSTALL TYPE A

AGGREGRATE

INSTALL 43 LF OF

STEEL ENCASEMENT

FOR 8-INCH MAIN BY

TRENCHING

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE), 100 SY

REMOVE AND

REPLACE CURB AND

GUTTER, 15 LF

EX. 30"

STORM

SEWER

CONTRACTOR TO TAKE PRECAUTION

IN EXCAVATING AROUND EX. STORM

SEWER. DURING CONSTRUCTION OF

THE WATER MAIN, CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY

MEANS NECESSARY TO ENSURE THE

STORM SEWER IS NOT DAMAGED.

INSET MAP 'A'

INSET MAP SCALE: 1" = 30'

3EXISTING

GATE VALVE

EXISTING

GATE VALVE

SEE INSET MAP,

THIS SHEET

EXISTING ABANDONED WATER

LINE, EXACT CAP LOCATION

UNKNOWN.

CONTRACTOR TO

PROTECT TREE IN

PLACE. 13

RELOCATE METER

REMOVE AND

REPLACE CURB AND

GUTTER, 15 LF

30'

BORE

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

WATER LINE B (199+90 - 207+50)

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 207+50

2" R

E B

A R

K C

A P

W M

/ S

P B

R O

O K

E A

V E

D S

9" W

W M

/ S

P B

R O

O K

E A

V E

D S

W M

W V

W M

N D

M O

N U

M E

N T

/ 3 /8

" R E

B A

N D

M O

N U

M E

N T

/ 1 " P

N D

M O

N U

M E

N T

/ 3 /8

" H A

C A

W M

N D

M O

N U

M E

N T

/ 3 /8

" H A

C A

W V

W M

W V

N D

M O

N U

M E

N T

/ 3 /8

" R E

B A

N D

M O

N U

M E

N T

/ 3 /8

" R E

B A

N D

M O

N U

M E

N T

/ 3 /8

R E

B A

R W

C A

P M

A N

N D

M O

N U

M E

N T

/ 2

U N

D M

O N

U M

E N

T / 3

/8 R

E B

A R

STO

M G

ATE IN

LET # 90753

P G R

ATE = 1,209.08'

FLN

(S) 30" R

C P = 1,205.28'

FLN

U T (N

) 30" R C

P = 1,204.60'

STO

M G

ATE IN

LET # 90454

P G R

ATE ELEV. = 1,208.64'

FLN

(S) 30" R

C P = 1,204.74'

FLN

U T (N

) 36" R C

P = 1,204.14'

STO

M G

ATE IN

LET # 90479

P G R

ATE ELEV. = 1,208.55'

FLN

O U

T (N ) 30" R

C P = 1,205.23'

STO

M G

ATE IN

LET # 90527

P G R

ATE ELEV. = 1,207.69'

FLN

) 30" R C

P = 1,204.33'

W M

G A

S M

A R

K E

6" B

/B R

O O

N E

-7 1S

W M

4i nc h" in ch

P P

W M

W V

W M

Q U

A D

-T R

E E

W M

/ S

E E

T S

P-OHP-OH

W W

G G

W W

P-OH P-OHCATV-OH

SAN

ITAR

Y SEW

M H

# 41137 R

ELEV. = 1,206.91'

FLN

) 8" VC

P = 1,198.98'

FLN

O U

T (E) 8" VC

P = 1,198.71'

STO

M D

AIN

M H

# 50701 R

ELEV. = 1,202.30'

FLN

(W ) 48" R

C P = 1,193.45'

FLN

U T (E) 48" R

C P = 1,193.44'

STO

M D

AIN

M H

# 50749 R

ELEV. = 1,202.15'

FLN

(W ) 48" R

C P = 1,192.73'

FLN

U T (E) 60" R

C P = 1,192.72'

STO

M D

AIN

M H

# 65263

FLN

(E) 24" R C

P = 1,200.09'

FLN

O U

T (SW

) 24" R

C P = 1,200.07'

STO

M G

ATE IN

LET # 65264

ATE ELEV. = 1,203.90'

FLN

U T (N

E) 24" R C

P = 1,201.10'

D D

STO

M D

AIN

M H

# 85219 R

ELEV. = 1,208.70'

FLN

(W ) 36" R

C P = 1,201.90'

FLN

(S) 48" R C

P = 1,201.81'

FLN

O U

T (E) 48" R C

P = 1,201.78'

W M

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00

SHORT SERVICE

STA: 202+90.68

SHORT SERVICE

STA: 202+36.52

SHORT SERVICE,

RELOCATE METER

STA: 205+65.79

SHORT SERVICE,

RELOCATE METER

STA: 204+55.83SHORT SERVICE

STA: 203+25.42

LONG SERVICE

STA: 206+33.91

W W W

W W W W W W W W W W W W

W W

W \\\

ALIGNMENT=WATER LINE B

STA: 205+91.69, N=198668.36 E=2097105.10

WL C STA: 300+00.00

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-C QUANTITIES

ALIGNMENT=WATER LINE B

STA: 202+85.68, N=198362.34 E=2097105.22

WL D STA:400+00.00

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-D QUANTITIES

ALIGNMENT-C QUANTITIES

ALIGNMENT=WATER LINE B

STA:201+68.23, N=198247.15 E=2097110.61

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 200+00.00, N=198078.92 E=2097110.62

CONNECT TO EXISTING WATER LINE

1-6" TAPPING VALVE AND BOX

1-6" TAPPING SLEEVE

1-8"X6" REDUCER

ALIGNMENT=WATER LINE B

STA: 200+22.83, N=198101.75 E=2097105.26

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 200+29.30, N=198108.22 E=2097105.22

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 200+50.50, N=198129.42 E=2097105.21

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 200+43.48, N=198122.40 E=2097105.21

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 202+75.78, N=198352.45 E=2097105.15

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE B

STA:201+75.91, N=198252.57 E=2097105.17

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 206+02.54, N=198679.20 E=2097105.12

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE B

STA: 207+19.42, N=198796.09 E=2097105.04

WL A STA: 112+12.50

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-A QUANTITIES

ALIGNMENT=WATER LINE B

STA: 207+25.17, N=198801.84 E=2097105.05

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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.02

SCALE IN FEET

50' 100'25'0'

SCALE IN FEET

50' 100'25'0'

10'

2.5'

4' MIN.

2' MIN. EX. 8" SAN. SEWER

EX. GRADE

51'

BORE

27'

BORE

27'

BORE

27'

BORE

27'

BORE

N W

72N D

S T

N. BROOKLINE AVE.

N W

73R D

S T

73RD ST

29312930

73157305

EXISTING SANITARY SEWER

ATC

LIN

E SEE SH

EET C

.03

30'

18'57'

MATERIALS

R/W

PROPERTY

SETBACK

WATER LINE D

SEE SHEET C.05

WATER LINE A

SEE SHEET C.01

WATER LINE C

SEE SHEET C.04

EXISTING 6" WATER LINE

(WC-0511)

8 9

12 13

EX. 48" STORM SEWER

WATER LINE B

MAINTAIN 5-FT

HORIZONTAL SEPARATION

BETWEEN THE PROPOSED

WATER LINE AND EXISTING

GAS LINE IN ACCORDANCE

WITH ODEQ STANDARDS.

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) 3

1" SINGLE LONG SERVICE (SLS) 1

1" SSS METER RELOCATION 2

1" SLS METER RELOCATION -

CONST.750 LF 8-INCH WL

ATC

LIN

E STATIO

207+50.00

INSTALL 20 LF OF

STEEL ENCASEMENT

FOR 8-INCH MAIN BY

TRENCHING

N W

71S T S

500 SY SOLID

SLAB SODDING

200' OF RJ

27'

BORE

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE), 244 SY

REMOVE AND

REPLACE CURB AND

GUTTER, 150 LF

2' MIN.

INSTALL 51 LF OF

BORE AND STEEL

ENCASEMENT FOR

8-INCH MAIN

INSTALL TYPE A

AGGREGRATE

CONTRACTOR TO TAKE PRECAUTION

IN EXCAVATING AROUND EX. STORM

SEWER. DURING CONSTRUCTION OF

THE WATER MAIN, CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY

MEANS NECESSARY TO ENSURE THE

STORM SEWER IS NOT DAMAGED.

TREE TO BE REMOVED

AS PART OF CLEARING

AND GRUBBING

RELOCATE METER

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

WATER LINE B (207+50 - 214+50)

207+50 208+00 209+00 210+00 211+00 212+00 213+00 214+00 214+50

144' OF RJ

N O

E L.

N O

E L.

2" R

E B

A R

K C

A P

/ S

P B

R O

O K

E A

V E

D S

N D

M O

N U

M E

N T

/ 3 /8

" H A

C A

W M

N D

M O

N U

M E

N T

/ 3 /8

" H A

C A

G A

S M

A R

K E

G V

W V

" W

ATER

LIN

E D R

VIA M

APS SEN

T IN

E C

ITY O

F O

KLAH

O M

A C

ITY

AS LIN

E D R

VIA M

APS SEN

T BY U

SIC

N D

M O

N U

M E

N T

/ 3 /8

R E

B A

N D

M O

N U

M E

N T

/ 3 /8

R E

B A

N D

M O

N U

M E

N T

/ 3 /8

R E

B A

R W

C A

P M

A N

STO

M D

AIN

H O

LE # 90342

ELEV. = 1,216.93'

FLN

T (SW

) 10" VC

P = 1,209.20'

STO

M G

ATE IN

LET # 90753

P G R

ATE = 1,209.08'

FLN

(S) 30" R

C P = 1,205.28'

FLN

U T (N

) 30" R C

P = 1,204.60'

STO

M G

ATE IN

LET # 90454

P G R

ATE ELEV. = 1,208.64'

FLN

(S) 30" R

C P = 1,204.74'

FLN

U T (N

) 36" R C

P = 1,204.14'

SAN

ITAR

Y SEW

H O

LE # 90752

ELEV. = 1,219.47'

FLN

E) 10" VC

P = 1,210.29'

FLN

(SW

) 10" VC

P = 1,205.84'

FLN

T (SE) 10" VC

P = 1,205.81'

SAN

ITAR

Y SEW

H O

LE # 90414

ELEV. = 1,213.69'

FLN

(E) 10" VC

P = 1,203.50'

FLN

U T (N

) 10" VC

P = 1,203.33'

G A

S M

A R

K E

3"3"

W M

"LT

W M

ATER

LIN

E D

VIA M

APS SEN

T IN

O M

E C

ITY O

F O

KLAH

M A C

ITY

W W W W W W W W W W W

GGGGG

STO

M D

AIN

M H

# 85219 R

ELEV. = 1,208.70'

FLN

(W ) 36" R

C P = 1,201.90'

FLN

(S) 48" R C

P = 1,201.81'

FLN

O U

T (E) 48" R C

P = 1,201.78'

S S

W M

WWWWW

207+00 208+00

209+00 210+00 211+00 212+00 213+00

214+00LONG SERVICE

STA: 211+61.64

LONG SERVICE

STA: 208+57.18

SHORT SERVICE

STA: 110+78.14

LONG SERVICE

STA: 211+65.64

W W W W W W W W W W W W W

ALIGNMENT=WATER LINE B

STA: 212+51.08, N=199327.74 E=2097104.98

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE B

STA: 208+10.79, N=198887.45 E=2097105.04

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

1-8"X6" REDUCER

ALIGNMENT=WATER LINE B

STA:212+45.27, N=199321.94 E=2097104.95

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE B

STA: 214+01.82, N=199474.68 E=2097073.17

CONNECT TO EXISTING WATER LINE

1-8"X4" REDUCER

1-4" TAPPING VALVE AND BOX

1-4" TAPPING SLEEVE

ALIGNMENT=WATER LINE B

STA: 212+58.21, N=199334.87 E=2097106.82

1-8" 45° BEND

ALIGNMENT=WATER LINE B

STA: 212+58.21, N=199334.87 E=2097109.92

1-8" 22.50° 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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.03

SCALE IN FEET

50' 100'25'0'

SCALE IN FEET

50' 100'25'0'

10'

2.5'

4' MIN.

2' M

EX. 10" SAN. SEWER

EX. GRADE

RAND BLVD

EXISTING GAS LINE

EXISTING SANITARY SEWER

CUT, CAP AND ABANDON

EXISTING 6" WATER LINE

ATC

LIN

E SEE SH

EET C

.02

60'

16'60'

30'

28'

MATERIALS

R/W

PROPERTY

SETBACK

3' EXISTING 4" WATER LINE

(UNKNOWN)

REMOVE EX. FIRE HYDRANT

N. BROOKLINE AVE.

EXISTING 6" WATER LINE

(UNKNOWN)

EX. 10" SAN. SEWER

2' MIN.

130'

BORE

20'

BORE

40'

BORE

35'

BORE

EX. 2" GAS LINE

ATC

LIN

E STATIO

207+50.00

MAINTAIN 5-FT

HORIZONTAL SEPARATION

BETWEEN THE PROPOSED

WATER LINE AND EXISTING

GAS LINE IN ACCORDANCE

WITH ODEQ STANDARDS.

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) -

1" SINGLE LONG SERVICE (SLS) 3

1" SSS METER RELOCATION -

1" SLS METER RELOCATION -

CONST. 652 LF 8-INCH WL

EX. 2" GAS LINE

2' M

WATER LINE B

575 SY SOLID

SLAB SODDING

W M

INSTALL 130 LF OF

BORE AND STEEL

ENCASEMENT FOR

8-INCH WATER

MAIN

PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE), 53 SY

REMOVE AND

REPLACE CURB

AND GUTTER, 45 LF

REMOVE AND

REPLACE CURB

AND GUTTER, 15 LF

INSTALL 20 LF OF

STEEL ENCASEMENT

FOR 8-INCH MAIN BY

TRENCHING

ESTIMATED BORE PIT

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W W

CTL / 1/2" REBAR PINK CAP

/" 18"

/" 24"

LPPP

WM IRR

/" 36"

/" 18"

/ STOP BROOKLINE AVE 73RD ST

/" 18"

/" 36"

/" 18"

/" 2"

/" 9"

/" 30"

/ STOP BROOKLINE AVE 73RD ST

LPPP

WM WM

TEV

/ BURIED FIBER OPTICAL CABLEWM

LPPP

24"

36"

18"

D 20" WV

W M

LTP LTP

24" /QUAD-TREE

48"

P- O

H P-

O H

P- O

P-O H

W W

W W W W W W W W W W W W W

W W

G G

SANITARY SEWER MH # 41138

RIM ELEV. = 1,208.76'

FLN IN (S) 8" VCP = 1,201.46'

FLN OUT (N) 8" VCP = 1,201.44'

SANITARY SEWER MH # 85421

RIM ELEV. = 1,209.33'

FLN IN (S) 8" VCP = 1,201.73'

FLN OUT (N) 8" VCP = 1,201.68'

W W

SD SD SD SD

SDSD

SHORT SERVICE

STA: 301+22.08

2" SHORT SERVICE

STA: 303+19.53

LONG SERVICE

STA: 303+21.11

1 1/2" LONG SERVICE

STA: 303+27.11

1 1/2" LONG SERVICE

STA: 303+24.11

SHORT SERVICE

STA: 302+96.28

SHORT SERVICE

STA: 301+73.74

LONG SERVICE

STA: 301+79.71

SHORT SERVICE

STA: 302+16.96

300+00 301+00 302+00 303+00 304+00 305+00

2.6'

W W

W W W W W W W W W W W W W

WATER LINE C (299+90 - 306+00)

300+00 301+00 302+00 303+00 304+00 305+00 306+00

N O

E L=

65' OF RJ 91' OF RJ

ALIGNMENT=WATER LINE C

STA: 300+03.00, N=198668.35 E=2097108.11

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA: 300+39.81, N=198668.36 E=2097144.91

1-8" 45° BEND

ALIGNMENT=WATER LINE C

STA:300+00.00, N=198668.36 E=2097105.11

WL B STA: 207+17.11

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-C QUANTITIES

ALIGNMENT=WATER LINE C

STA: 300+61.74, N=198677.34 E=2097163.06

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA: 300+52.69, N=198677.48 E=2097154.01

1-8" 45° BEND

ALIGNMENT=WATER LINE C

STA:300+57.07, N=198677.41 E=2097158.39

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA: 305+56.67, N=198669.77 E=2097657.94

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA:300+66.45, N=198677.27 E=2097167.77

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA:305+01.42, N=198670.61 E=2097602.70

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE C

STA: 305+62.35, N=198669.68 E=2097663.61

CONNECT TO EXISTING WATER LINE

1-8" TAPPING VALVE AND BOX

1-8" TAPPING 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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.04

NW 73RD ST

N .B

R O

O K

E A

V E

N .M

A Y

A V

NW 73RD ST

WARWICK DR

2926 2922 2918

29272931 2900

2919 2915 2911

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING STORM SEWER LINE

EXISTING 48" TRANSMISSION LINE

(WBI-12-1)

EXISTING 8" WATER LINE

(UNKNOWN)

SCALE IN FEET

40' 80'20'0'

9 10

16'

MATERIALS

WATER LINE B

SEE SHEET C.02

WATER LINE A

SEE SHEET C.01

3' R/W

PROPERTY

SETBACK

R/W

PROPERTY

SETBACK

REMOVE EX. FIRE HYDRANT

31'

BORE

15'

BORE

22'

BORE

22'

BORE

66'

BORE

68'

BORE

53'

BORE

SCALE IN FEET

50' 100'25'0'

10'

2.5'

9 10

4' MIN.

EX. 2" GAS LINE

EX. 8" SAN.

SEWER

2' M

EX. GRADE

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) 4

2" SINGLE SHORT SERVICE (SSS) 1

1" SINGLE LONG SERVICE (SLS) 2

1 1/2" SINGLE LONG SERVICE (SLS) 2

1" SSS METER RELOCATION -

1" SLS METER RELOCATION -

CONST. 563 LF 8-INCH WL

WATER LINE C

450 SY SOLID

SLAB SODDING

INACTIVE METER, SEE

NOTE 62 ON G.02

REMOVE AND

REPLACE CURB

AND GUTTER, 45 LF

REMOVE AND

REPLACE

SIDEWALK, 2 SY

DEFLECT PIPE AS NECESSARY TO

MAINTAIN VERTICAL ALIGNMENT

INSTALL 31 LF OF

BORE AND STEEL

ENCASEMENT FOR

8-INCH WATER MAIN

EX. FIBER

OPTIC

2.4'

2.59'

CUT, CAP AND ABANDON

EXISTING 6" WATER LINE

CONTRACTOR SHALL INSTALL

TAP SO THAT IT IS A MINIMUM

OF 3' FROM EXISTING TEE AND

OTHER PROPOSED FITTINGS.

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W W

E '

LTP

/ GREEN GORILLA SMOKE + VAPE SHOP/ GREEN GORILLA SMOKE + VAPE SHOP

LPPP

24"

36"

WM WM

YHT

/NEIGHBORHOOD-WATCH

18"

24"

IRR

GAS MARKER

LPPP

CTL /60D CTL /60D

WM WM WM WM WM

WM WM

GAS MARKER

LPPPLPPP

/ STREET SIGN

P-O H

P- O

P-OH

P- O

P-O H

P-OH

P- O

WWWWWWWWWWWW

W W

P-O H

P- O

H P-

O H

V- O

H C

V-

O H

SANITARY SEWER MH # 41137

RIM ELEV. = 1,206.91'

FLN IN (W) 8" VCP = 1,198.98'

FLN OUT (E) 8" VCP = 1,198.71'

SS SS SS SS SS SS SS SS

SDD

S S

SANITARY SEWER MH # 41141

RIM ELEV. = 1,203.20'

FLN IN (W) 8" VCP = 1,195.01'

FLN IN (N) 8" VCP = 1,191.90'

SANITARY SEWER MH # 41144

RIM ELEV. = 1,201.74'

FLN IN (E) 8" VCP = 1,193.01'

FLN IN (W) 8" VCP = 1,193.30'

FLN OUT (S) 8" VCP = 1,192.97'

LINE DRAWN IN FROM GIS

W W

SD SD SD

WWWW

M H

400+00

401+00 402+00 403+00 404+00 405+00

W W

W W W W W W W W W W W W W

W W

LONG SERVICE

STA: 400+96.37

SHORT SERVICE

STA: 401+10.08

LONG SERVICE

STA: 401+73.65

SHORT SERVICE

STA: 401+84.44

LONG SERVICE

STA: 402+33.10

SHORT SERVICE

STA: 402+38.65

LONG SERVICE

STA: 403+07.34

LONG SERVICE

STA: 403+58.99

SHORT SERVICE

STA: 403+61.99

LONG SERVICE

STA: 404+11.49

SHORT SERVICE

STA: 404+21.21

SHORT SERVICE

STA: 404+60.98

LONG SERVICE

STA: 405+09.74

SHORT SERVICE

STA: 402+86.17 SHORT SERVICE

STA: 405+29.75

WATER LINE D (399+90 - 406+00)

400+00 401+00 402+00 403+00 404+00 405+00 406+00

N O

E L=

N O

E L=

77' OF RJ

ALIGNMENT=WATER LINE D

STA:400+00.00, N=198362.40 E=2097105.17

WL B STA. 202+87.62

1-8"X8" TEE

TEE HAS BEEN INCLUDED IN

ALIGNMENT-D QUANTITIES

ALIGNMENT=WATER LINE D

STA: 400+03.00, N=198362.40 E=2097108.17

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE D

STA: 400+35.61, N=198362.41 E=2097140.78

1-8" 45° BEND

ALIGNMENT=WATER LINE D

STA: 400+63.44, N=198375.70 E=2097163.10

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE D

STA: 400+54.43, N=198375.71 E=2097154.09

1-8" 45° BEND

ALIGNMENT=WATER LINE D

STA:400+58.77, N=198375.66 E=2097158.43

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE D

STA:405+24.77, N=198369.92 E=2097624.39

1-8" GATE VALVE AND BOX

ALIGNMENT=WATER LINE D

STA: 405+55.51, N=198369.58 E=2097655.12

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE AND BOX

ALIGNMENT=WATER LINE D

STA:400+68.17, N=198375.55 E=2097167.82

1-8" GATE VALVE AND BOX 10

ALIGNMENT=WATER LINE D

STA: 405+60.45, N=198369.48 E=2097660.07

CONNECT TO EXISTING WATER LINE

1-8" TAPPING VALVE AND BOX

1-8" TAPPING 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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.05

NW 72ND ST

N .B

R O

O K

E A

V E

N .M

A Y

A V

2926 2922 2918 2914 2910

CLERMONT PL

EXISTING SANITARY SEWER

EXISTING 6" WATER LINE

(UNKNOWN)

EXISTING STORM SEWER LNE

EXISTING 48" TRANSMISSION LINE

(WBI-12-1)

EXISTING 8" WATER LINE

SCALE IN FEET

40' 80'20'0'

18' 25

MATERIALS

WATER LINE B

SEE SHEET C.02

WATER LINE E

SEE SHEET C.06

WATER LINE F

SEE SHEET C.07

R/W

PROPERTY

SETBACK

R/W

REMOVE EX. FIRE HYDRANT

73012911 291529192923

SCALE IN FEET

40' 80'20'0'

27'

BORE

13'

BORE

24'

BORE

14'

BORE

24'

BORE

16'

BORE

25'

BORE

EX. 8" SAN. SEWER

2' M

EX. GRADE

WATER LINE B

SEE SHEET C.03

4' M

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) 8

1" SINGLE LONG SERVICE (SLS) 7

1" SSS METER RELOCATION -

1" SLS METER RELOCATION -

CONST. 566 LF 8-INCH WL

WATER LINE D

475 SY SOLID

SLAB SODDING

91' OF RJ

REMOVE AND

REPLACE CURB

AND GUTTER, 30 LF

REMOVE AND

REPLACE

SIDEWALK, 2 SY REMOVE AND

REPLACE

SIDEWALK, 2 SY

DEFLECT PIPE AS NECESSARY TO

MAINTAIN VERTICAL ALIGNMENT

INSTALL 27 LF OF

BORE AND STEEL

ENCASEMENT FOR

8-INCH WATER MAIN

1.5'

CUT, CAP AND ABANDON

EXISTING 6" WATER LINE

CONTRACTOR SHALL INSTALL

TAP SO THAT IT IS A MINIMUM

OF 3' FROM EXISTING TEE AND

OTHER PROPOSED FITTINGS.

KRISTIN T.

MOORE

34916

SSIE ONFO AR L P E ND GE

W W W

W W W W W W W W W W W W W W W W W W W W W W

/ S

G V

/ G R

E E

N G

O R

S M

O K

V A

P E

S H

O P

/ G R

E E

N G

O R

S M

O K

V A

P E

S H

O P

2" R

E B

A R

K C

A P

W M

W V

G A

S M

A R

K E

W M

W V

W M

W V

G M

W M

W V

P-OH P-OH P-OH P-OH P-OH P-OH P-OH

P-OH P-OH

P-U G

P-O H

P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH

P-OH P-OH

P-O H

W W

WWWWWWWWWWW W W W W W W W W W

SDSDSDSD

° 4 6'

W W W W W W W W W W W W W W W W W W W W W W W W W

SDSDSD

SDSDSDSDSDSDSD SDSDSD

W W

500+00 501+00 502+00 503+00

W W

W W W W

W W

WWWWWW

WWWWWWWW

WWWWWWWWWWWWW

WATER LINE E (499+90 - 503+50)

500+00 501+00 502+00 503+00 503+50

ALIGNMENT=WATER LINE E

STA: 500+00.00, N=198065.69 E=2097668.30

CONNECT TO EXISTING WATER LINE

1-8" SOLID SLEEVE

ALIGNMENT=WATER LINE E

STA: 503+01.69, N=198367.32 E=2097665.23

CONNECT TO EXISTING WATER LINE

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

W C

-1

E R

M A

Y, O

AJB

KTM

022-01262-D

11-25-2024

N O

R C

O N

U C

M ar ch

7, W

P_SIT01_B2201262.dwg

C.06

N. MAY AVE.

72337207

EXISTING STORM LNE

REMOVE AND

INSTALL 297 LF OF

8" WATER LINE

EXISTING 6" WATER LINE

(UNKNOWN)

EXISTING 48" TRANSMISSION LINE

(WBI-12-1)

EXISTING 8" WATER LINE

(UNKNOWN)

SCALE IN FEET

20' 40'10'0'

93'

48'

42'

7' U /E

15'

54'

36'

MATERIALS

WATER LINE F

SEE SHEET C.07

N W

72N D

S T

N W

71S T S

R M

O N

T P L

C A

WATER LINE G

SEE SHEET C.08

R/W

PROPERTY

SETBACK

95'

WATER LINE D

SEE SHEET C.05

SCALE IN FEET

40' 80'20'0'

4' M

EXISTING 6" WATER LINE

(WC-0523)

2' M

EX. 60" STORM SEWER

EX. GRADE

12" CROSSES AND VALVES

SUSPECTED TO NOT BE

CONNECTED TO EXISTING

8" OR 48" WATER LINES

SERVICE LINE SCHEDULE

SERVICE TYPE QTY.

1" SINGLE SHORT SERVICE (SSS) -

1" SINGLE LONG SERVICE (SLS) -

1" SSS METER RELOCATION -

1" SLS METER RELOCATION 1

1" SLS METER RELOCATION

(PRIVATE) 1

CONST. 297 LF 8-INCH WL

WATER LINE E

EXISTING

STORM SEWER

210 SY SOLID

SLAB SODDING

ALL REPAIRS SHALL BE PER

ADA CONSTRUCTION

STANDARDS, SEE NOTE 6

INACTIVE METER, SEE NOTE 62 ON G.02

REMOVE AND

REPLACE CURB

AND GUTTER, 30 LF

PAVEMENT CUT

AND REPAIR

(CONCRETE), 27 SY REMOVE AND

REPLACE CURB

AND GUTTER, 30 LF

REMOVE AND REPLACE

PARK…

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File details come from the government source that posted it. Updated Apr 24, 2025.